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HomeMy WebLinkAboutJurupa Basin Routing and Confluence Analysis 1 1 1 1 JurupaBasin 1 Routing and 1 Confluence Analysis 1 1 County of San Bernardino I Client Flood 0o Control District I 1 Boyle Engineering Corporation I Project Manager Steven B. Frieson, PE Project Engineer Joseph F. Long, PE 1 .r za W o a 31 o ' o N" 1 a c' ° r a� uU., W . I cc . OC -S20- 130 -16 ,---, c �, c n 1 Final Revision June 18, 2003 1 20 1131 West Sixth Street, #285 Ontario, CA 91762 1 1 1 1 1 Table of Contents Jurupa Basin Routing and Confluence Analysis 2 Introduction 2 1 Executive Summary 3 Study Approach and Methodology: 4 ' References 7 Depth versus Storage Volume — Jurupa Basin 8 ' Basin Flood Routing Analysis 8 Recommended Basin Operations: 9 Hydraulic Analysis San Sevaine Channel from Station 40 +25 to Station 73 +509 ' Conclusions: 10 Appendices 11 1 1 1 1 1 f3 0YL E 1 1 Jurupa Basin Routing and Confluence Analysis 1 1 1 Introduction Boyle Engineering Corporation has been retained by the San Bernardino County Flood Control District to provide professional I engineering services to evaluate the conveyance and storage adequacies of the Jurupa Basin and San Sevaine Channel along the I reach adjoining and immediately downstream of Jurupa Basin. Currently, the San Bernardino County Flood Control District has an operational agreement with the Riverside County Flood Control District not to exceed 12,600 cubic feet per second of storm water I discharge in the San Sevaine Channel at the San Bernardino/Riverside County Line. The primary purpose of the Jurupa Basin is to attenuate I the storm water discharge along the San Sevaine Channel from approximately 20,000 cubic feet per second to approximately 12,400 cubic feet per second downstream of the Jurupa Avenue during a 100- 1 year storm event. The general preparation of this report was accomplished in two distinct steps: 1) Prepare a retarding basin routing model to identify the storage ' requirements and discharge rates of the Jurupa Basin. 2) Model the hydraulic characteristics of the San Sevaine Channel from its upstream I control point located at the end the proposed sideweir diversion structure (Station 73 +50.00) to a point downstream of the outlet structures of Jurupa Basin. 1 The San Sevaine Channel /Jurupa Basin Flood Control System consists of the following individual components: 1 1. San Sevaine Channel: San Sevaine Channel consists of fully improved concrete lined vertical wall channel ranging in width I from ±60.0 feet downstream of Slover Avenue to a width of 30 feet downstream of the confluence of the outlet facilities of Jurupa Basin. The average height of the channel walls is ±14.0 feet. The I first 2,340 feet of the easterly wall of the channel just downstream of Slover Avenue has been designed to act as a sideweir structure to divert approximately 9350 cubic feet per second (based on 2,340 1 feet long side weir as published by Bureau of Reclamation report titled "Hydraulic Model of the San Sevaine Side -Weir Diversion to Jurupa Basin dated January, 2002) of the peak channel storm water 1 2 F30YG 1 1 1 1 discharge of 20,608 cubic feet per second (cfs) passing ' downstream of Slover Avenue into Jurupa Basin (reference Final Hydrology Study for San Sevaine Channel, prepared by Boyle Engineering Corporation, dated May 1995, Table 6.7). The sideweir consists of a 6 feet high sideweir wall between the San Sevaine Channel and the adjacent diversion channel. 1 2. Jurupa Basin: Jurupa Basin consists of a retarding basin with the storage capacity of approximately 2,100 acre -feet. The basin has been constructed with three reinforced concrete pipe ' primary outlets and a fully improved 150 -foot long concrete lined vertical wall spillway. The primary outlets consist of an 84 -inch diameter un- regulated outlet, a 72 -inch diameter ' regulated outlet and a 96" regulated outlet. All three outlets discharge directly into the San Sevaine Channel with the 84" being the most upstream outlet and the 72 and 96 -inch being located downstream of the spillway confluence. The invert of the basin is at 890 feet design datum elevation (dde) and the existing spillway crest at 928 feet above the dde. The top of ' the engineered earthen fill embankment is at approximately 940 feet above the dde. 1 3. Side -Weir Diversion: Side -Weir Diversion consists of a 2,340 feet long 6 feet high weir wall along the San Sevaine Channel to divert mainline channel flows into Jurupa Basin. Design specifics are published under separate cover prepared by Bureau of Reclamation report title Hydraulic Model Study of the San Sevaine Side -Weir Diversion to Jurupa Basin, dated ' January 2002. The project site is located in the City of Fontana east of Etiwanda ' Avenue between Slover Avenue and Jurupa Avenue. 1 Executive Summary The flood routing analysis was prepared using the Advanced Engineering Software "FloodSCX" computer program, and the ' mainline and outlet hydraulic models were prepared using the Water Surface Pressure Gradient (WSPG) computer program. 1 3 E30'T'L E To determine the downstream mainline channel flow the basin ' operation schemes were varied by opening and closing the slide -gates installed on the 72" and 96" discharge lines to regulate discharges into the mainline channel. 1 The first several iterations of the flood basin routing were based on the proposed basin configurations as described in the development plans for the Jurupa Basin Outlet Works. The flood routing models indicate that the existing configuration of Jurupa Basin does not satisfy the mainline channel discharge constraint of 12,600 cfs at the San Bernardino/Riverside County line. Utilizing the existing configuration, the maximum discharge flow rate down stream from Jurupa Basin is 12,200.21 cfs at 16.750 hours into the storm based on the hydrology ' calculations. The basin routing analysis identified the maximum 100 - year flow of 12,038.29 cfs to occur at 15.330 hours. The difference in discharge and time is 38.08 cfs and 1.420 hours (85.2 minutes), respectively. The difference in the discharge is 0.32 percent which is considered insignificant. This flow regime occurs during the period of the storm hydrograph when both the 72" and 96" outlet slide gates are ' closed and the only discharge from the basin is from the 84" outlet and the spillway. The discharge from the basin was optimized to the elevation of the spillway from its existing crest elevation 928' dde. ' The maximum mainline channel flow downstream of the basin met the maximum discharge constraint of 12,600 cfs immediately downstream of the spillway and outlet facilities for the basin. Specific gate operation parameters will be described later in this report. Study Approach roach and Methodology: This study was prepared in two distinct phases. The first phase consisted of preparing a flood routing analysis for a flow - through basin utilizing the Advanced Engineering Software "FloodSCX" ' computer program. This particular computer program provided the ability to develop a link -node watershed model utilizing user -input mainline channel by -pass and basin inflow hydrographs and prepare a ' routing analysis for a flow through retarding basin. The discharge from the basin rejoins the mainline channel by -pass flows providing 1 4 1304'L E 1 the ability to evaluate the mitigation perfoiinance of the channel and 1 basin as one system. The second phase of this study was to evaluate the hydraulic performance of the mainline channel at various flood stages during the storm model duration. The mainline hydraulics were ' prepared in accordance with the design criteria set forth by the San Bernardino County Flood Control District utilizing the HEC -RAS computer program. The HEC -RAS hydraulic modeling prepared by ' County Staff and was reviewed by Boyle Engineering Corporation for concurrence. The mainline channel 100 -year storm event hydrograph was based on the overall hydrology calculations prepared for the San Sevaine Channel Watershed developed by Boyle Engineering. The bifurcation ' of the mainline channel hydrograph was accomplished utilizing a modified sideweir analysis program adapted for use in supercritical channels and verified through a physical model constructed by the ' Bureau of Reclamation (BOR) located in Denver, Colorado. This information was published under separate cover by BOR, dated 1/2002. The bifurcated mainline hydrograph represents the mainline ' by -pass hydrograph and the basin inflow hydrograph. The flood routing model was developed utilizing the following logic: ' 1. Development of the outflow depth versus discharge - rating curves for the 72 ", 84" and 96" outlet pipes and ' spillway. The estimated discharge from the 72 ", 84" and 96" diameter outlet pipes will be prepared using Haestad's Flow Master Program. To estimate the discharge rates for each pipe, the differential head across the length of the line was based on the estimated water surface elevation of the basin at the inlet works and the normal depth water surface elevation at the outlet works of each pipe. Therefore the hydraulic gradeline (basin water surface elevation) minus the ' invert elevation of the discharge line equals the pressure head at the inlet side of the discharge line. The same type of calculation was prepared for the outlet side of ' the discharge line using the difference of the normal depth water surface elevation and the invert of the 5 13a4'L E 1 1 1 1 discharge line at the outlet. Since the discharge rate I from the outlet pipes is dependent upon the differential head between the inlet and the outlet, and the overall basin and channel operation is both time and flow I dependent, specific calculation points were generated for each pipe and interpolation was used to determine discharge rates between the calculation discharge 1 points. 2. Development of the depth versus storage- volume- rating 1 curves for Jurupa Basin. 3. Basin and Channel Hydraulic Modeling to determine I adequacies of the existing facilities. 4. Iterate successive flood routing model runs to I determine the optimal regulation of the 72" and 96" outfall lines and to establish the height of the spillway crest to meet the downstream constraints of not I exceeding the 12,600 cfs of storm flows at the county line. t The outflow rating curves were prepared for each of the 72 ", 96 ", and 84" diameter pipes independently. In an effort to better emulate the actual flow conditions, the depth verses discharge analysis was I prepared using a variable downstream control along the mainline at various times during the modeled storm flow. For example, in determining the discharge of the 84" at hour 10 of the storm I hydrograph, the normal depth of the instantaneous flow was calculated at hour 10 in the mainline channel at the outlet of the 84" outlet pipe to establish the downstream hydraulic control, and the instantaneous I basin depth at hour 10 was calculated to determine the upstream head on the outlet line. Then the discharge in the pipe was determined balancing the energy equation for pressure pipe flow utilizing the I FlowMaster computer program. Included in this report is a spreadsheet summarizing the mainline flows, normal depths along the mainline channel, estimated basin elevations and discharge rates for 1 the basin outlet works and spillway for the entire storm duration on the fifth day of the total storm event. 1 6 I3Q4'LE 1 The following assumptions were made regarding the basin flood ' routing analysis: 1. The gate operations are instantaneous. ' 2. There are no entrance losses in the pipes. ' 3. There is no percolation into the ground. 5. There is no water in the basin at the beginning of the storm event. 6. The following Manning's n Values used for this project ' are as follows: a. Open Channel Sections use Manning's "n" of 0.013. b. Culvert and Pipe Sections use Manning's "n" of 0.013 and 0.015. 1 Upon the completion of the basin flood routing analyses hydraulics were prepared along the mainline channel for peak discharge rates to 1 determine the critical flow regime. References The San Sevaine Channel and Jurupa Basin configurations have been based on the following design plans: ' 1. San Sevaine Channel Improvements, Philadelphia Avenue to South of Jurupa Avenue, Dated December 2000, Prepared by Bill Mann and Associates. 2. Jurupa Basin Outlet Works at San Sevaine Channel, ' Dated May 1997, Prepared by Bill Mann and Associates. 3. San Sevaine Channel Improvements, Lower Portion, Reach III Between Jurupa Basin and Slover Avenue, 7 F3Q4'LE 1 Dated July 2000, Prepared by Boyle Engineering Corporation. 4. San Sevaine Channel, Lower Portion, Reach III, ' Adjacent to Jurupa Basin, Dated May 1999, Prepared by Boyle Engineering Corporation. I Depth versus Storage Volume — Jurupa Basin The storage volume capacity of Jurupa Basin was based on the Jurupa ' Basin Outlet Works at San Sevaine Channel design plans prepared by Bill Mann and Associates. The depth versus storage volume is shown in Appendix A were calculated by preparing a digital terrain model of ' the proposed basin geometry as described by the grading referenced above. In order to maximize the storage volume within the basin a portion of the available volume within the proposed diversion channel ' was utilized. Only the portion of the volume within the diversion channel below elevation 935 was considered as additional available storage volume. Basin Flood Routing Analysis The Basin Flood Routing Analysis was performed utilizing the AES 1 FloodSCX Link Node computer program. Several routing scenarios were performed to develop a Basin Operations scheme that would meet the peak discharge constraints at the downstream portion of the San Sevaine Channel at the San Bernardino/Riverside County Line. The Basin Operation schemes were varied by opening and closing the side -gates installed on the 72" and 96" discharge lines to regulate the downstream discharge. The first several iterations of the flood routing were based on the proposed basin configurations as described in the development plans for the Jurupa Basin Outlet Works. Utilizing the proposed basin configuration, the closest outflow rate to meeting the downstream discharge constraints was 12,743 cfs and was obtained ' when the gates on the 72 -inch and 96 -inch pipes were closed and the storage depth in the basin was 40.14 feet (water surface elevation 930.14 feet). 8 f3O4 A.._. 1 1 1 1 1 Recommended Basin Operations: 1 The recommended basin operation scenario is the following: 1. Initial Storm Flows into the Basin close the gates on the 72" and 96" diameter outflow lines terminating a free flow condition in the basin. 2. Basin Water Surface reaches elevation 898.39 dde open the 1 gates on the 72" and 96" diameter outflow lines initiating a free flow condition. 3. Basin Water Surface reaches elevations 912.77 dde close 1 the gate on the 96" diameter outflow line. 4. Basin Water Surface reached elevations 907.52 dde close the gate on the 72" diameter outflow line. 1 Hydraulic Analysis San Sevaine Channel from Station 30 +00 to Station 71 +25 1 Boyle Engineering Corporation has reviewed a hydraulic analysis prepared by County Staff for the portion of the San Sevaine Channel adjacent to the Jurupa Basin utilizing the HEC -RAS computer program. The hydraulics analysis was limited to the portion of the channel downstream of the confluence with the outlet works for Jurupa Basin to the upstream control at the terminus of the sideweir diversion 1 structure. The hydraulic runs identify the flow characteristics within the mainline channel during the peak by -pass discharge of 11,200 cfs for a 100 -year storm event. The general flow regime of the San 1 Sevaine Channel is super - critical with velocities in excess of 30 feet per second. Based on the information provided by the County Staff indicates the San Sevaine Channel appears to be adequate to convey 1 the design discharges as constructed. No additional improvements are required along the channel. 1 1 1 9 I /get- Conclusions: ' Basin Routing: The optimum operational /configuration parameters for the Jurupa Basin occur when the gates on the 72 -inch and 96 -inch pipes are per the operation recommendation presented above, and the spillway crest elevation is maintained at an elevation of 928.00 feet. The 84 -inch pipe remains open during the entire storm event since it has no gate. This flood routing run produces a flow of 12,000 cfs in the main 1 channel downstream of the basin, which meets the requirement of not exceeding 12,600 cfs at the County boundary line. 10 8a'r'LE 1 1 1 1 Appendices 1 1 1 1 1 1 1 1 1 1 1 1 ' FsovcE 1 Appendix A- Jurupa Basin Schematic Plan and Volume Layout 1 1 1 1 1 a 4'LE 1 NODE 100 1 SAN SEVAINE CHANNEL 1 MAINLINE DNERSION CHANNEL 1 JURUPA BASIN 84' DIA OUTLET WORKS 1 NOD Q\JOD l 1 200 300 ' d JURUPA AVENUE ' BASIN OUTLET SPILLWAY NDD 406 1 96' AND 72` DIA OUTLET WORKS 1 1 igirr JURUPA BASIN F IGURE I BOYLE ENGINEERING CORPORATION SCHEMATIC PLAN 1 / 1 . Jurupa Basin I 1Terra Model File. 3/10/2003 Based on May 2001 Digital File Elev (ft) Depth (ft)Volume (cu.yd.)I Total Vol. (cu.yd.) Total Vol. (ac.ft) I 893 0 496.7 496.7 0.31 894 1 3,329.60 3,826.30 2.37 895 2 10,745.40 14,571.70 9.03 896 3 22,803.30 37,375.00 23.17 897 4 38,956.90 76,331.90 47.31 ' 898 5 55,549.20 131,881.10 193,980.90 81.74 899 6 62,099.80 120.24 900 7 65,612.40 259,593.30 160.90 I 901 8 68,297.60 - 327,890.90 203.24 902 9 70,401.40 398,292.30 246.88 903 10 71,797.30 470,089.60 291.38 I 904 11 72,744.80 542,834.40 336.47 905 12 73,554.70 616,389.10 382.06 II 906 13 74,350.10 690,739.20 428.14 907 14 75,135.00 765,874.20 474.72 908 15 75,927.00 841,801.20 521.78 II 909 16 76,766.80 918,568.00 569.36 910 17 77,627.90 996,195.90 617.48 911 18 78,451.80 1,074,647.70 666.10 I 912 19 79,242.30 1,153,890.00 715.22 913 20 79,995.10 1,233,885.10 764.80 I 914 21 80,716.10 1,314,601.20 814.84 915 22 81,443.80 1,396,045.00 865.32 916 23 82,179.50 1,478,224.50 916.25 II 917 24 82,922.60 1,561,147.10 967.65 918 25 83,669.70 1,644,816.80 1,019.51 919 26 84,420.30 1,729,237.10 1,071.84 I 920 27 85,174.60 1,814,411.70 1,124.64 921 28 85, 931.90 1, 900, 343.60 1,177.90 I 922 29 86, 692.70 1, 987, 036.30 2,074,494.20 1,231.63 923 30 87,457.90 1,285.84 924 31 88,227.60 2,162,721.80 1,340.53 ' 925 32 89,000.90 2,251,722.70 1,395.70 926 33 89,777.60 2,341,500.30 1,451.34 927 34 90,557.80 2,432,058.10 1,507.47 I 928 35 91,411.40 2,523,469.50 1,564.13 929 36 92, 383.20 2, 615, 852.70 1,621.40 1 930 37 1 93, 175.90 2, 709, 028.60 1,679.15 i 1 931 38 I 93,960.20 2,802,988.80 1,737.39 ' 932 39 94,748.90 2,897,737.70 1,796.12 933 40 95,542.20 2,993,279.90 1,855.34 934 41 96,337.80 3,089,617.70 1,915.05 I 935 42 97, 121.70 3, 186, 739.40 1,975.25 936 43 97,920.10 3,284,659.50 2,035.95 937 44 98,766.90 3,383,426.40 2,097.17 938 45 99, 682.90 3, 483, 109.30 2,158.95 1 1 1 1 1 1 1 1 1 • 1 1 1 • F g • Cl - o o g 'o fl w�`„ U y y h � l I Q 2 _ Yj . 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LI- . ..I I 1 1 1 1 1 Appendix B- Normal Depth Calculations, Mainline San Sevaine Channel 84" Diameter Outlet 1 1 1 1 1 1 1 1 1 1 1 F304 E 1 1 Table I Rating Table for Rectangular Channel Project Description I Worksheet MAINLINE Dn @ 84" OUT Flow Element Rectangular Channel Method Manning's Formula I Solve For Channel Depth Input Data I Mannings Coefficient 0.013 Slope 0.010000 ft/ft Bottom Width 34.65 ft I Attribute Minimum Maximum Increment Discharge (cfs) 7,609.00 11,213.00 1.00 I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width (ft (ft) (ft) 1 7,609.00 6.72 32.70 232.7 48.08 34.65 7,610.00 6.72 32.70 232.7 48.08 34.65 7,611.00 6.72 32.70 232.7 48.08 34.65 7,612.00 6.72 32.71 232.7 48.08 34.65 I 7,613.00 6.72 32.71 232.8 48.08 34.65 7,614.00 6.72 32.71 232.8 48.09 34.65 7,615.00 6.72 32.71 232.8 48.09 34.65 I 7,616.00 6.72 32.71 232.8 48.09 34.65 7,617.00 6.72 32.71 232.8 48.09 34.65 7,618.00 6.72 32.71 232.9 48.09 34.65 7,619.00 6.72 32.72 232.9 48.09 34.65 I 7,620.00 6.72 32.72 232.9 48.09 34.65 7,621.00 6.72 32.72 232.9 48.09 34.65 7,622.00 6.72 32.72 232.9 48.10 34.65 I 7,623.00 6.72 32.72 233.0 48.10 34.65 7,624.00 6.72 32.72 233.0 48.10 34.65 7,625.00 6.72 32.72 233.0 48.10 34.65 7,626.00 6.73 32.73 233.0 48.10 34.65 I 7,627.00 6.73 32.73 233.0 48.10 34.65 7,628.00 6.73 32.73 233.1 48.10 34.65 7,629.00 6.73 32.73 233.1 48.10 34.65 I 7,630.00 6.73 32.73 233.1 48.11 34.65 7,631.00 6.73 32.73 233.1 48.11 34.65 7,632.00 6.73 32.73 233.2 48.11 34.65 7,633.00 6.73 32.74 233.2 48.11 34.65 I 7,634.00 6.73 32.74 233.2 48.11 34.65 7,635.00 6.73 32.74 233.2 48.11 34.65 7,636.00 6.73 32.74 .233.2 48.11 34.65 I 7,637.00 6.73 32.74 233.3 48.11 34.65 7,638.00 6.73 32.74 233.3 48.11 34.65 7,639.00 6. 32.74 233.3 48.12 34.65 7,640.00 6.73 32.75 233.3 48.12 34.65 I 7,641.00 6.73 32.75 233.3 48.12 34.65 7,642.00 6.73 32.75 233.4 48.12 34.65 7,643.00 6.74 32.75 233.4 48.12 34.65 I. 7,644.00 6.74 32.75 233.4 48.12 34.65 7,645.00 6.74 32.75 233.4 48.12 34.65 Project Engineer: Boyle Engineering I y: \... \billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 7,646.00 6.74 32.75 233.4 48.12 34.65 7,647.00 6.74 32.76 233.5 48.13 34.65 II 7,648.00 6.74 32.76 233.5 48.13 34.65 7,649.00 6.74 32.76 233.5 48.13 34.65 7,650.00 6.74 32.76 233.5 48.13 34.65 7,651.00 6.74 32.76 233.5 48.13 34.65 I 7,652.00 6.74 32.76 233.6 48.13 34.65 7,653.00 6.74 32.76 233.6 48.13 34.65 7,654.00 6.74 32.76 233.6 48.13 34.65 7,655.00 6.74 32.77 233.6 48.13 34.65 I 7,656.00 6.74 32.77 233.6 48.14 34.65 7,657.00 6.74 32.77 233.7 48.14 34.65 7,658.00 6.74 32.77 233.7 48.14 34.65 I 7,659.00 6.74 32.77 233.7 48.14 34.65 7,660.00 6.75 32.77 233.7 48.14 34.65 7,661.00 6.75 32.77 233.7 48.14 34.65 7,662.00 6.75 32.78 233.8 48.14 34.65 1 7,663.00 6.75 32.78 233.8 48.14 34.65 7,664.00 6.75 32.78 233.8 48.15 34.65 7,665.00 6.75 32.78 233.8 48.15 34.65 7,666.00 6.75 32.78 233.9 48.15 34.65 7,667.00 6.75 32.78 233.9 48.15 34.65 7,668.00 6.75 32.78 233.9 48.15 34.65 7,669.00 6.75 32.79 233.9 48.15 34.65 I 7,670.00 6.75 32.79 233.9 48.15 34.65 7,671.00 6.75 32.79 234.0 48.15 34.65 7,672.00 6.75 32.79 234.0 48.16 34.65 I 7,673.00 6.75 32.79 234.0 48.16 34.65 7,674.00 6.75 32.79 234.0 48.16 34.65 7,675.00 6.75 32.79 234.0 48.16 34.65 7,676.00 6.75 32.80 234.1 48.16 34.65 I 7,677.00 6.76 32.80 234.1 48.16 34.65 7,678.00 6.76 32.80 234.1 48.16 34.65 7,679.00 6.76 32.80 234.1 48.16 34.65 I 7,680.00 6.76 32.80 234.1 48.16 34.65 7,681.00 6.76 32.80 234.2 48.17 34.65 7,682.00 6.76 32.80 234.2 48.17 34.65 7,683.00 6.76 32.80 234.2 48.17 34.65 I 7,684.00 6.76 32.81 234.2 48.17 34.65 7,685.00 6.76 32.81 234.2 48.17 34.65 I 7,686.00 6.76 32.81 234.3 48.17 34.65 I 7,687.00 6.76 32.81 234.3 48.17 34.65 7,688.00 6.76 32.81 234.3 48.17 34.65 7,689.00 6.76 32.81 234.3 48.18 34.65 7,690.00 6.76 32.81 234.3 48.18 34.65 I 7,691.00 6.76 32.82 234.4 48.18 34.65 7,692.00 6.76 32.82 234.4 48.18 34.65 7,693.00 6.77 32.82 234.4 48.18 34.65 I 7,694.00 6.77 32.82 234.4 48.18 34.65 7,695.00 6.77 32.82 234.4 48.18 34.65 7,696.00 6.77 32.82 234.5 48.18 34.65 I 7,697.00 6.77 32.82 234.5 48.18 34.65 7,698.00 6.77 32.83 234.5 48.19 34.65 1 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 2 of 69 1 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity low Wetted etted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft=) (ft) (ft) 7,699.00 6.77 32.83 234.5 48.19 34.65 7,700.00 6.77 32.83 234.6 48.19 34.65 7,701.00 6.77 32.83 234.6 48.19 34.65 I 7,702.00 6.77 32.83 234.6 48.19 34.65 7,703.00 6.77 32.83 234.6 48.19 34.65 7,704.00 6.77 32.83 234.6 48.19 34.65 I 7,705.00 6.77 32.84 234.7 48.19 34.65 7,706.00 6.77 32.84 234.7 48.20 34.65 7,707.00 6.77 32.84 234.7 48.20 34.65 7,708.00 6.77 32.84 234.7 48.20 34.65 I 7,709.00 6.77 32.84 234.7 48.20 34.65 7,710.00 6.78 32.84 234.8 48.20 34.65 7,711.00 6.78 32.84 234.8 48,20 34.65 I 7,712.00 6.78 32.85 234.8 48.20 34.65 7,713.00 6.78 32.85 234.8 48.20 34.65 7,714.00 6.78 32.85 234.8 48.21 34.65 7,715.00 6.78 32.85 234.9 48.21 34.65 I 7,716.00 6.78 32.85 234.9 48.21 34.65 7,717.00 6.78 32.85 234.9 48.21 34.65 7,718.00 6.78 32.85 234.9 48.21 34.65 I 7,719.00 6.78 32.85 234.9 48.21 34.65 7,720.00 6.78 32.86 235.0 48.21 34.65 7,721.00 6.78 32.86 235.0 48.21 34.65 7,722.00 6.78 32.86 235.0 48.21 34.65 • I 7,723.00 6.78 32.86 235.0 48.22 34.65 7,724.00 6.78 32.86 235.0 48.22 34.65 7,725.00 6.78 32.86 235.1 48.22 34.65 I 7,726.00 6.78 32.86 235.1 48.22 34.65 7,727.00 6.79 32.87 235.1 48.22 34.65 7,728.00 6.79 32.87 235.1 48.22 34.65 7,729.00 6.79 32.87 235.1 48.22 34.65 I 7,730.00 6.79 32.87 235.2 48.22 34.65 7,731.00 6.79 32.87 235.2 48.23 34.65 7,732.00 6.79 32.87 235.2 48.23 34.65 7,733.00 6.79 32.87 235.2 48.23 34.65 I 7,734.00 6.79 32.88 235.3 48.23 34.65 7,735.00 6.79 32.88 235.3 48.23 34.65 7,736.00 6.79 32.88 235.3 48.23 34.65 7,737.00 6.79 32.88 235.3 48.23 34.65 7,738.00 6.79 32.88 235.3 48.23 34.65 7,739.00 6.79 32.88 235.4 48.23 34.65 I 7,740.00 6.79 32.88 235.4 48.24 34.65 7,741.00 6.79 32.88 235.4 48.24 34.65 7,742.00 6.79 32.89 235.4 48.24 34.65 7,743.00 6.79 32.89 235.4 48.24 34.65 I 7,744.00 6.80 32.89 235.5 48.24 34.65 7,745.00 6.80 32.89 235.5 48.24 34.65 7,746.00 6.80 32.89 235.5 48.24 34.65 I 7,747.00 6.80 32.89 235.5 48.24 34.65 7,748.00 6.80 32.89 235.5 48.25 34.65 7,749.00 6.80 32.90 235.6 48.25 34.65 7,750.00 6.80 32.90 235.6 48.25 34.65 I 7,751.00 6.80 32.90 235.6 48.25 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 3 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 7,752.00 6.80 32.90 235.6 48.25 34.65 7,753.00 6.80 32.90 235.6 48.25 34.65 7,754.00 6.80 32.90 235.7 48.25 34.65 I 7,755.00 6.80 32.90 235.7 48.25 34.65 7,756.00 6.80 32.91 235.7 48.25 34.65 7,757.00 6.80 32.91 235.7 48.26 34.65 I 7,758.00 6.80 32.91 235.7 48.26 34.65 7,759.00 6.80 32.91 235.8 48.26 34.65 7,760.00 6.80 32.91 235.8 48.26 34.65 7,761.00 6.81 32.91 235.8 48.26 34.65 I 7,762.00 6.81 32.91 235.8 48.26 34.65 7,763.00 6.81 32.92 235.8 48.26 34.65 7,764.00 6.81 32.92 235.9 48.26 34.65 I 7,765.00 6.81 32.92 235.9 48.27 34.65 7,766.00 6.81 32.92 235.9 48.27 34.65 7,767.00 6.81 32.92 235.9 48.27 34.65 7,768.00 6.81 32.92 236.0 48.27 34.65 1 7,769.00 6.81 32.92 236.0 48.27 34.65 7,770.00 6.81 32.92 236.0 48.27 34.65 7,771.00 6.81 32.93 236.0 48.27 34.65 I 7,772.00 6.81 32.93 236.0 48.27 34.65 7,773.00 6.81 32.93 236.1 48.28 34.65 7,774.00 6.81 32.93 236.1 48.28 34.65 7,775.00 6.81 32.93 236.1 48.28 34.65 I 7,776.00 6.81 32.93 236.1 48.28 34.65 7,777.00 6.81 32.93 236.1 48.28 34.65 7,778.00 6.82 32.94 236.2 48.28 34.65 7,779.00 6.82 32.94 236.2 48.28 34.65 I 7,780.00 6.82 32.94 236.2 48.28 34.65 7,781.00 6.82 32.94 236.2 48.28 34.65 7,782.00 6.82 32.94 236.2 48.29 34.65 I 7,783.00 6.82 32.94 236.3 48.29 34.65 7,784.00 6.82 32.94 236.3 48.29 34.65 7,785.00 6.82 32.95 236.3 48.29 34.65 7,786.00 6.82 32.95 236.3 48.29 34.65 I 7,787.00 6.82 32.95 236.3 48.29 34.65 7,788.00 6.82 32.95 236.4 48.29 34.65 7,789.00 6.82 32.95 236.4 48.29 34.65 I 7,790.00 6.82 32.95 236.4 48.30 34.65 7,791.00 6.82 32.95 236.4 48.30 34.65 7,792.00 6.82 32.95 236.4 48.30 34.65 I 7,793.00 6.82 32.96 236.5 48.30 34.65 7,794.00 6.82 32.96 236.5 48.30 34.65 7,795.00 6.83 32.96 236.5 48.30 34.65 7,796.00 6.83 32.96 236.5 48.30 34.65 I 7,797.00 6.83 32.96 236.5 48.30 34.65 7,798.00 6.83 32.96 236.6 48.30 34.65 7,799.00 6.83 32.96 236.6 48.31 34.65 7,800.00 6.83 32.97 236.6 48.31 34.65 I . 7,801.00 6.83 32.97 236.6 48.31 34.65 7,802.00 6.83 32.97 236.6 48.31 34.65 7,803.00 6.83 32.97 236.7 48.31 34.65 I 7,804.00 6.83 32.97 236.7 48.31 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 4 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft2) (ft) (ft) 7,805.00 6.83 32.97 236.7 48.31 34.65 7,806.00 6.83 32.97 236.7 48.31 34.65 7,807.00 6.83 32.98 236.8 48.32 34.65 I 7,808.00 6.83 32.98 236.8 48.32 34.65 7,809.00 6.83 32.98 236.8 48.32 34.65 7,810.00 6.83 32.98 236.8 48.32 34.65 7,811.00 6.84 32.98 236.8 48.32 34.65 • 7,812.00 6.84 32.98 236.9 48.32 34.65 7,813.00 6.84 32.98 236.9 48.32 34.65 7,814.00 6.84 32.99 236.9 48.32 34.65 I 7,815.00 6.84 32.99 236.9 48.32 34.65 7,816.00 6.84 32.99 236.9 48.33 34.65 7,817.00 6.84 32.99 237.0 48.33 34.65 7,818.00 6.84 32.99 237.0 48.33 34.65 7,819.00 6.84 32.99 237.0 48.33 34.65 7,820.00 6.84 32.99 237.0 48.33 34.65 7,821.00 6.84 32.99 237.0 48.33 34.65 `' 7,822.00 6.84 33.00 237.1 48.33 34.65 7,823.00 6.84 33.00 237.1 48.33 34.65 7,824.00 6.84 33.00 237.1 48.34 34.65 I 7,825.00 6.84 33.00 237.1 48.34 34.65 7,826.00 6.84 33.00 237.1 48.34 34.65 7,827.00 6.84 33.00 237.2 48.34 34.65 7,828.00 6.85 33.00 237.2 48.34 34.65 I 7,829.00 6.85 33.01 237.2 48.34 34.65 7,830.00 6.85 33.01 237.2 48.34 34.65 7,831.00 6.85 33.01 237.2 48.34 34.65 7,832.00 6.85 33.01 237.3 48.34 34.65 I 7,833.00 6.85 33.01 237.3 48.35 34.65 7,834.00 6.85 33.01 237.3 48.35 34.65 7,835.00 6.85 33.01 237.3 48.35 34.65 I 7,836.00 6.85 33.02 237.3 48.35 34.65 7,837.00 6.85 33.02 237.4 48.35 34.65 7,838.00 6.85 33.02 237.4 48.35 34.65 7,839.00 6.85 33.02 237.4 48.35 34.65 I 7,840.00 6.85 33.02 237.4 48.35 34.65 7,841.00 6.85 33.02 237.4 48.36 34.65 7,842.00 6.85 33.02 237.5 48.36 34.65 I 7,843.00 6.85 33.02 237.5 48.36 34.65 7,844.00 6.85 33.03 237.5 48.36 34.65 7,845.00 6.86 33.03 237.5 48.36 34.65 7,846.00 6.86 33.03 237.6 48.36 34.65 I 7,847.00 6.86 33.03 237.6 48.36 34.65 7,848.00 6.86 33.03 237.6 48.36 34.65 7,849.00 6.86 33.03 237.6 48.37 34.65 I 7,850.00 6.86 33.03 237.6 48.37 34.65 7,851.00 6.86 33.04 237.7 48.37 34.65 7,852.00 6.86 33.04 237.7 48.37 34.65 7,853.00 6.86 33.04 237.7 48.37 34.65 I 7,854.00 6.86 33.04 237.7 48.37 34.65 7,855.00 6.86 33.04 237.7 48.37 34.65 .7,856.00 6.86 33.04 237.8 48.37 34.65 7,857.00 6.86 33.04 237.8 48.37 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMasterv6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 5 of 69 iii■imrr• 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 7,858.00 6.86 33.04 237.8 48.38 34.65 7,859.00 6.86 33.05 237.8 48.38 34.65 7,860.00 6.86 33.05 237.8 48.38 34.65 I 7,861.00 6.86 33.05 237.9 48.38 34.65 7,862.00 6.87 33.05 237.9 48.38 34.65 7,863.00 6.87 33.05 237.9 48.38 34.65 I 7,864.00 6.87 33.05 237.9 48.38 34.65 7,865.00 6.87 33.05 237.9 48.38 34.65 7,866.00 6.87 33.06 238.0 48.39 34.65 7,867.00 6.87 33.06 238.0 48.39 34.65 I 7,868.00 6.87 33.06 238.0 48.39 34.65 7,869.00 6.87 33.06 238.0 48.39 34.65 7,870.00 6.87 33.06 238.0 48.39 34.65 I 7,871.00 6.87 33.06 238.1 48.39 34.65 7,872.00 6.87 33.06 238.1 48.39 34.65 7,873.00 6.87 33.07 238.1 48.39 34.65 7,874.00 6.87 33.07 238.1 48.39 34.65 `1 7,875.00 6.87 33.07 238.1 48.40 34.65 7,876.00 6.87 33.07 238.2 48.40 34.65 7,877.00 6.87 33.07 238.2 48.40 34.65 I 7,878.00 6.87 33.07 238.2 48.40 34.65 7,879.00 6.88 33.07 238.2 48.40 34.65 7,880.00 6.88 33.07 238.2 48.40 34.65 7,881.00 6.88 33.08 238.3 48.40 34.65 I 7,882.00 6.88 33.08 238.3 48.40 34.65 7,883.00 6.88 33.08 238.3 48.41 34.65 7,884.00 6.88 33.08 238.3 48.41 34.65 . 7,885.00 6.88 33.08 238.4 48.41 34.65 I 7,886.00 6.88 33.08 238.4 48.41 34.65 7,887.00 6.88 33.08 238.4 48.41 34.65 7,888.00 6.88 33.09 238.4 48.41 34.65 I 7,889.00 6.88 33.09 238.4 48.41 34.65 7,890.00 6.88 33.09 238.5 48.41 34.65 7,891.00 6.88 33.09 238.5 48.41 34.65 7,892.00 6.88 33.09 238.5 48.42 34.65 I 7,893.00 6.88 33.09 238.5 48.42 34.65 7,894.00 6.88 33.09 238.5 48.42 34.65 7,895.00 6.88 33.10 238.6 48.42 34.65 I 7,896.00 6.89 33.10 238.6 48.42 34.65 7,897.00 6.89 33.10 238.6 48.42 34.65 7,898.00 6.89 33.10 238.6 48.42 34.65 I 7,899.00 6.89 33.10 238.6 48.42 34.65 7,900.00 6.89 33.10 238.7 48.43 34.65 7,901.00 6.89 33.10 238.7 48.43 34.65 7,902.00 6.89 33.10 238.7 48.43 34.65 I 7,903.00 6.89 33.11 238.7 48.43 34.65 7,904.00 6.89 33.11 238.7 48.43 34.65 7,905.00 6.89 33.11 238.8 48.43 34.65 I 7,906.00 6.89 33.11 238.8 48.43 34.65 7,907.00 6.89 33.11 238.8 48.43 34.65 7,908.00 6.89 33.11 238.8 48.43 34.65 7,909.00 6.89 33.11 238.8 48.44 34.65 U 7,910.00 6.89 33.12 238.9 48.44 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 6 of 69 I Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft=) (ft) (ft) 7,911.00 6.89 33.12 238.9 48.44 34.65 7,912.00 6.89 33.12 238.9 48.44 34.65 7,913.00 6.90 33.12 238.9 48.44 34.65 I 7,914.00 6.90 33.12 238.9 48.44 34.65 7,915.00 6.90 33.12 239.0 48.44 34.65 7,916.00 6.90 33.12 239.0 48.44 34.65 I 7,917.00 6.90 33.12 239.0 48.45 34.65 7,918.00 6.90 33.13 239.0 48.45 34.65 7,919.00 6.90 33.13 239.0 48.45 34.65 7,920.00 6.90 33.13 239.1 48.45 34.65 I 7,921.00 6.90 33.13 239.1 48.45 34.65 7,922.00 6.90 33.13 239.1 48.45 34.65 7,923.00 6.90 33.13 239.1 48.45 34.65 I 7,924.00 6.90 33.13 239.1 48.45 34.65 7,925.00 6.90 33.14 239.2 48.45 34.65 7,926.00 6.90 33.14 239.2 48.46 34.65 7,927.00 6.90 33.14 239.2 48.46 34.65 ci 7,928.00 6.90 33.14 239.2 48.46 34.65 7,929.00 6.90 33.14 239.2 48.46 34.65 7,930.00 6.91 33.14 239.3 48.46 34.65 I 7,931.00 6.91 33.14 239.3 48.46 34.65 7,932.00 6.91 33.15 239.3 48.46 34.65 7,933.00 6.91 33.15 239.3 48.46 34.65 7,934.00 6.91 33.15 239.4 48.47 34.65 7,935.00 6.91 33.15 239.4 48.47 34.65 7,936.00 6.91 33.15 239.4 48.47 34.65 7,937.00 6.91 33.15 239.4 48.47 34.65 7,938.00 6.91 33.15 239.4 48.47 34.65 ' 7,939.00 6.91 33.15 239.5 48.47 34.65 7,940.00 6.91 33.16 239.5 48.47 34.65 7,941.00 6.91 33.16 239.5 48.47 34.65 I 7,942.00 6.91 33.16 239.5 48.47 34.65 7,943.00 6.91 33.16 239.5 48.48 34.65 7,944.00 6.91 33.16 239.6 48.48 34.65 I 7,945.00 6.91 33.16 239.6 48.48 34.65 7,946.00 6.91 33.16 239.6 48.48 34.65 7,947.00 6.92 33.17 239.6 48.48 34.65 7,948.00 6.92 33.17 239.6 48.48 34.65 I 7,949.00 6.92 33.17 239.7 48.48 34.65 7,950.00 6.92 33.17 239.7 48.48 34.65 7,951.00 6.92 33.17 239.7 48.49 34.65 I 7,952.00 6.92 33.17 239.7 48.49 34.65 7,953.00 6.92 33.17 239.7 48.49 34.65 7,954.00 6.92 33.17 239.8 48.49 34.65 7,955.00 6.92 33.18 239.8 48.49 34.65 I 7,956.00 6.92 33.18 239.8 48.49 34.65 7,957.00 6.92 33.18 239.8 48.49 34.65 7,958.00 6.92 33.18 239.8 48.49 34.65 7,959.00 6.92 33.18 239.9 48.49 34.65 7,960.00 6.92 33.18 239.9 48.50 34.65 7,961.00 6.92 33.18 239.9 48.50 34.65 7,962.00 6.92 33.19 239.9 48.50 34.65 I 7,963.00 6.92 33.19 239.9 48.50 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 7 of 69 I Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft=) (ft) (ft) I 7,964.00 6.93 33.19 240.0 48.50 34.65 7,965.00 6.93 33.19 240.0 48.50 34.65 7,966.00 6.93 33.19 240.0 48.50 34.65 I 7,967.00 6.93 33.19 240.0 48.50 34.65 7,968.00 6.93 33.19 240.0 48.51 34.65 7,969.00 6.93 33.19 240.1 48.51 34.65 I 7,970.00 6.93 33.20 240.1 48.51 34.65 7,971.00 6.93 33.20 240.1 48.51 34.65 7,972.00 6.93 33.20 240.1 48.51 34.65 7,973.00 6.93 33.20 240.1 48.51 34.65 I 7,974.00 6.93 33.20 240.2 48.51 34.65 7,975.00 6.93 33.20 240.2 48.51 34.65 7,976.00 6.93 33.20 240.2 48.51 34.65 I 7,977.00 6.93 33.21 240.2 48.52 34.65 7,978.00 6.93 33.21 240.3 48.52 34.65 7,979.00 6.93 33.21 240.3 48.52 34.65 7,980.00 6.93 33.21 240.3 48.52 34.65 1 7,981.00 6.94 33.21 240.3 48.52 34.65 7,982.00 6.94 33.21 240.3 48.52 34.65 7,983.00 6.94 33.21 240.4 48.52 34.65 7,984.00 6.94 33.22 240.4 48.52 34.65 I 7,985.00 6.94 33.22 240.4 48.53 34.65 7,986.00 6.94 33.22 240.4 48.53 34.65 7,987.00 6.94 33.22 240.4 48.53 34.65 7,988.00 6.94 33.22 240.5 48.53 34.65 7,989.00 6.94 33.22 240.5 48.53 34.65 7,990.00 6.94 33.22 240.5 48.53 34.65 I 7,991.00 6.94 33.22 240.5 48.53 34.65 7,992.00 6.94 33.23 240.5 48.53 34.65 7,993.00 6.94 33.23 240.6 48.53 34.65 7,994.00 6.94 33.23 240.6 48.54 34.65 I 7,995.00 6.94 33.23 240.6 48.54 34.65 7,996.00 6.94 33.23 240.6 48.54 34.65 7,997.00 6.94 33.23 240.6 48.54 34.65 7,998.00 6.95 33.23 240.7 48.54 34.65 I 7,999.00 6.95 33.24 240.7 48.54 34.65 8,000.00 6.95 33.24 240.7 48.54 34.65 8,001.00 6.95 33.24 240.7 48.54 34.65 I 8,002.00 6.95 33.24 240.7 48.55 34.65 8,003.00 6.95 33.24 240.8 48.55 34.65 8,004.00 6.95 33.24 240.8 48.55 34.65 8,005.00 6.95 33.24 240.8 48.55 34.65 ' 8,006.00 6.95 33.24 240.8 48.55 34.65 8,007.00 6.95 33.25 240.8 48.55 34.65 8,008.00 6.95 33.25 240.9 48.55 34.65 I 8,009.00 6.95 33.25 240.9 48.55 34.65 8,010.00 6.95 33.25 240.9 48.55 34.65 8,011.00 6.95 33.25 240.9 48.56 34.65 8,012.00 6.95 33.25 240.9 48.56 34.65 I 8,013.00 6.95 33.25 241.0 48.56 34.65 8,014.00 6.95 33.26 241.0 48.56 34.65 8,015.00 6.96 33.26 241.0 48.56 34.65 I 8,016.00 6.96 33.26 241.0 48.56 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] i 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 8 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) 8,017.00 6.96 33.26 241.0 48.56 34.65 8,018.00 6.96 33.26 241.1 48.56 34.65 8,019.00 6.96 33.26 241.1 48.57 34.65 I 8,020.00 6.96 33.26 241.1 48.57 34.65 8,021.00 6.96 33.26 241.1 48.57 34.65 8,022.00 6.96 33.27 241.1 48.57 34.65 8,023.00 6.96 33.27 241.2 48.57 34.65 8,024.00 6.96 33.27 241.2 48.57 34.65 8,025.00 6.96 33.27 241.2 48.57 34.65 8,026.00 6.96 33.27 241.2 48.57 34.65 8,027.00 6.96 33.27 241.2 48.57 34.65 8,028.00 6.96 33.27 241.3 48.58 34.65 8,029.00 6.96 33.28 241.3 48.58 34.65 I 8,030.00 6.96 33.28 241.3 48.58 34.65 8,031.00 6.96 33.28 241.3 48.58 34.65 8,032.00 6.97 33.28 241.4 48.58 34.65 8,033.00 6.97 33.28 241.4 48.58 34.65 1 8,034.00 6.97 33.28 241.4 48.58 34.65 8,035.00 6.97 33.28 241.4 48.58 34.65 8,036.00 6.97 33.28 241.4 48.59 34.65 8,037.00 6.97 33.29 241.5 48.59 34.65 I 8,038.00 6.97 33.29 241.5 48.59 34.65 8,039.00 6.97 33.29 241.5 48.59 34.65 8,040.00 6.97 33.29 241.5 48.59 34.65 I 8,041.00 6.97 33.29 241.5 48.59 34.65 8,042.00 6.97 33.29 241.6 48.59 34.65 8,043.00 6.97 33.29 241.6 48.59 34.65 8,044.00 6.97 33.30 241.6 48.59 34.65 I 8,045.00 6.97 33.30 241.6 48.60 34.65 8,046.00 6.97 33.30 241.6 48.60 34.65 8,047.00 6.97 33.30 241.7 48.60 34.65 8,048.00 6.97 33.30 241.7 48.60 34.65 8,049.00 6.98 33.30 241.7 48.60 34.65 8,050.00 6.98 33.30 241.7 48.60 34.65 8,051.00 6.98 33.30 241.7 48.60 34.65 I 8,052.00 6.98 33.31 241.8 48.60 34.65 8,053.00 6.98 33.31 241.8 48.61 34.65 8,054.00 6.98 33.31 241.8 48.61 34.65 8,055.00 6.98 33.31 241.8 48.61 34.65 8,056.00 6.98 33.31 241.8 48.61 34.65 8,057.00 6.98 33.31 241.9 48.61 34.65 I 8,058.00 6.98 33.31 241.9 48.61 34.65 8,059.00 6.98 33.32 241.9 48.61 34.65 8,060.00 6.98 33.32 241.9 48.61 34.65 1 8,061.00 6.98 33.32 241.9 48.61 34.65 I 8,062.00 6.98 33.32 242.0 48.62 34.65 8,063.00 6.98 33.32 242.0 48.62 34.65 8,064.00 6.98 33.32 242.0 48.62 34.65 8,065.00 6.98 33.32 242.0 48.62 34.65 I 8,066.00 6.99 33.32 242.0 48.62 34.65 8,067.00 6.99 33.33 242.1 48.62 34.65 8,068.00 6.99 33.33 242.1 48.62 34.65 8,069.00 6.99 33.33 242.1 48.62 34.65 Project Engineer. Boyle Engineering y: \... \billf\s20\jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] ' 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 9 of 69 1 Table Rating Table for Rectangular Channel r Disch Depth Velocity Flow Discharge ept eloc ty F o Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft) (ft) (ft) 8,070.00 6.99 33.33 242.1 48.63 34.65 8,071.00 6.99 33.33 242.1 48.63 34.65 8,072.00 6.99 33.33 242.2 48.63 34.65 I 8,073.00 6.99 33.33 242.2 48.63 34.65 8,074.00 6.99 33.34 242.2 48.63 34.65 8,075.00 6.99 33.34 242.2 48.63 34.65 I 8,076.00 6.99 33.34 242.2 48.63 34.65 8,077.00 6.99 33.34 242.3 48.63 34.65 8,078.00 6.99 33.34 242.3 48.63 34.65 8,079.00 6.99 33.34 242.3 48.64 34.65 I 8,080.00 6.99 33.34 242.3 48.64 34.65 8,081.00 6.99 33.34 242.3 48.64 34.65 8,082.00 6.99 33.35 242.4 48.64 34.65 I 8,083.00 7.00 33.35 242.4 48.64 34.65 8,084.00 7.00 33.35 242.4 48.64 34.65 8,085.00 7.00 33.35 242.4 48.64 34.65 8,086.00 7.00 33.35 242.4 48.64 34.65 I 8,087.00 7.00 33.35 242.5 48.65 34.65 8,088.00 7.00 33.35 242.5 48.65 34.65 • 8,089.00 7.00 33.36 242.5 48.65 34.65 8,090.00 7.00 33.36 242.5 48.65 34.65 I 8,091.00 7.00 33.36 242.6 48.65 34.65 8,092.00 7.00 33.36 242.6 48.65 34.65 8,093.00 7.00 33.36 242.6 48.65 34.65 I 8,094.00 7.00 33.36 242.6 48.65 34.65 8,095.00 7.00 33.36 242.6 48.65 34.65 8,096.00 7.00 33.36 242.7 48.66 34.65 8,097.00 7.00 33.37 242.7 48.66 34.65 I 8,098.00 7.00 33.37 242.7 48.66 34.65 8,099.00 7.00 33.37 242.7 48.66 � 34.65 8,100.00 7.01 33.37 242.7 48.66 34.65 I 8,101.00 7.01 33.37 242.8 48.66 34.65 8,102.00 7.01 33.37 242.8 48.66 34.65 8,103.00 7.01 33.37 242.8 48.66 34.65 8,104.00 7.01 33.38 242.8 48.67 34.65 I 8,105.00 7.01 33.38 242.8 48.67 34.65 8,106.00 7.01 33.38 242.9 48.67 34.65 8,107.00 7.01 33.38 242.9 48.67 34.65 I 8,108.00 7.01 33.38 242.9 48.67 34.65 8,109.00 7.01 33.38 242.9 48.67 34.65 8,110.00 7.01 33.38 242.9 48.67 34.65 I 8,111.00 7.01 33.38 243.0 48.67 34.65 8,112.00 7.01 33.39 243.0 48.67 34.65 8,113.00 7.01 33.39 243.0 48.68 34.65 8,114.00 7.01 33.39 243.0 48.68 34.65 I 8,115.00 7.01 33.39 243.0 48.68 34.65 8,116.00 7.01 33.39 243.1 48.68 34.65 8,117.00 7.02 33.39 243.1 48.68 34.65 8,118.00 7.02 33.39 243.1 48.68 34.65 I 8,119.00 7.02 33.40 243.1 48.68 34.65 8,120.00 7.02 33.40 243.1 48.68 34.65 8,121.00 7.02 33.40 243.2 48.69 34.65 I 8,122.00 7.02 33.40 243.2 48.69 34.65 Project Engineer: Boyle Engineering y:\... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] ' 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 10 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width (ft (ft) (ft) 8,123.00 7.02 33.40 243.2 48.69 34.65 8,124.00 7.02 33.40 243.2 48.69 34.65 8,125.00 7.02 33.40 243.2 48.69 34.65 8,126.00 7.02 33.40 243.3 48.69 34.65 8 1 8,127.00 7.02 33.41 243.3 48.6 9 3 4 .65 8,128.00 7.02 33.41 243.3 48.69 34.65 ' 8,129.00 7.02 33.41 243.3 48.69 34.65 8,130.00 7.02 33.41 243.3 48.70 34.65 8,131.00 7.02 33.41 243.4 48.70 34.65 8,132.00 7.02 33.41 243.4 48.70 34.65 I 8,133.00 7.02 33.41 243.4 48.70 34.65 8,134.00 7.03 33.41 243.4 48.70 34.65 8,135.00 7.03 33.42 243.4 48.70 34.65 ' 8,136.00 7.03 33.42 243.5 48.70 34.65 8,137.00 7.03 33.42 243.5 48.70 34.65 8,138.00 7.03 33.42 243.5 48.71 34.65 8,139.00 7.03 33.42 243.5 48.71 34.65 8,140.00 7.03 33.42 243.5 48.71 34.65 8,141.00 7.03 33.42 243.6 48.71 34.65 8,142.00 7.03 33.43 243.6 48.71 34.65 1 I 8,143.00 7.03 33.43 243.6 48.71 34.65 ' 8,144.00 7.03 33.43 243.6 48.71 34.65 8,145.00 7.03 33.43 243.6 48.71 34.65 8,146.00 7.03 33.43 243.7 48.71 34.65 . I 8,147.00 7.03 33.43 243.7 48.72 34.65 8,148.00 7.03 33.43 243.7 48.72 34.65 8,149.00 7.03 33.43 243.7 48.72 34.65 8,150.00 7.03 33.44 243.7 48.72 34.65 I 8,151.00 7.04 33.44 243.8 48.72 34.65 8,152.00 7.04 33.44 243.8 48.72 34.65 8,153.00 7.04 33.44 243.8 48.72 34.65 I 8,154.00 7.04 33.44 243.8 48.72 34.65 8,155.00 7.04 33.44 243.9 48.73 34.65 8,156.00 7.04 33.44 243.9 48.73 34.65 8,157.00 7.04 33.45 243.9 48.73 34.65 I 8,158.00 7.04 33.45 243.9 48.73 34.65 8,159.00 7.04 33.45 243.9 48.73 34.55 8,160.00 7.04 33.45 244.0 48.73 34.65 8,161.00 7.04 33.45 244.0 48.73 34.65 8,162.00 7.04 33.45 244.0 48.73 34.65 8,163.00 7.04 33.45 244.0 48.73 34.65 8,164.00 7.04 33.45 244.0 48.74 34.65 I 8,165.00 7.04 33.46 244.1 48.74 34.65 8,166.00 7.04 33.46 244.1 48.74 34.65 8,167.00 7.04 33.46 244.1 48.74 34.65 t 8,168.00 7.05 33.46 244.1 48.74 34.65 8,169.00 7.05 33.46 244.1 48.74 34.65 8,170.00 7.05 33.46 244.2 48.74 34.65 ' 8,171.00 7.05 33.46 244.2 48.74 34.65 8,172.00 7.05 33.46 244.2 48.74 34.65 8,173.00 7.05 33.47 244.2 48.75 34.65 8,174.00 7.05 33.47 244.2 48.75 34.65 I 8,175.00 7.05 33.47 244.3 48.75 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 11 of 69 I Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft2) (ft) (ft) 8,176.00 7.05 33.47 244.3 48.75 34.65 8,177.00 7.05 33.47 244.3 48.75 34.65 8,178.00 7.05 33.47 244.3 48.75 34.65 I 8,179.00 7.05 33.47 244.3 48.75 34.65 8,180.00 7.05 33.48 244.4 48.75 34.65 8,1 81.00 7.05 33.48 244.4 48.76 34.65 I 8,182.00 7.05 33.48 244.4 48.76 34.65 8,183.00 7.05 33.48 244.4 48.76 34.65 8,184.00 7.05 33.48 244.4 48.76 34.65 8,185.00 7.06 33.48 244.5 48.76 34.65 I 8,186.00 7.06 33.48 244.5 48.76 34.65 8,187.00 7.06 33.48 244.5 48.76 34.65 8,188.00 7.06 33.49 244.5 48.76 34.65 I 8,189.00 7.06 33.49 244.5 48.76 34.65 8,190.00 7.06 33.49 244.6 48.77 34.65 8,191.00 7.06 33.49 244.6 48.77 34.65 8,192.00 7.06 33.49 244.6 48.77 34.65 U 8,193.00 7.06 33.49 244.6 48.77 34.65 8,194.00 7.06 33.49 244.6 48.77 34.65 8,195.00 7.06 33.50 244.7 48.77 34.65 I 8,196.00 7.06 33.50 244.7 48.77 34.65 8,197.00 7.06 33.50 244.7 48.77 34.65 8,1 98.00 7.06 33.50 244.7 48.78 34.65 8,199.00 7.06 33.50 244.7 48.78 34.65 I 8,200.00 7.06 33.50 244.8 48.78 34.65 8,201.00 7.06 33.50 244.8 48.78 34.65 8,202.00 7.07 33.50 244.8 48.78 34.65 8,203.00 7.07 33.51 244.8 48.78 34.65 8,204.00 7.07 33.51 244.8 48.78 34.65 8,205.00 7.07 33.51 244.9 48.78 34.65 8,206.00 7.07 33.51 244.9 48.78 34.65 I 8,207.00 7.07 33.51 244.9 48.79 34.65 8,208.00 7.07 33.51 244.9 48.79 34.65 8,209.00 7.07 33.51 244.9 48.79 34.65 8,210.00 7.07 33.51 245.0 48.79 34.65 I 8,211.00 7.07 33.52 245.0 48.79 34.65 8,212.00 7.07 33.52 245.0 48.79 34.65 8,213.00 7.07 33.52 245.0 48.79 34.65 I 8,214.00 7.07 33.52 245.0 48.79 34.65 8,215.00 7.07 33.52 245.1 48.80 34.65 8,216.00 7.07 33.52 245.1 48.80 34.65 8,217.00 7.07 33.52 245.1 48.80 34.65 I 8,218.00 7.07 33.53 245.1 48.80 34.65 8,219.00 7.07 33.53 245.1 48.80 34.65 8,220.00 7.08 33.53 245.2 48.80 34.65 I 8,221.00 7.08 33.53 245.2 48.80 34.65 8,222.00 7.08 33.53 245.2 48.80 34.65 8,223.00 7.08 33.53 245.2 48.80 34.65 I 8,224.00 7.08 33.53 245.2 48.81 34.65 8,225.00 7.08 33.53 245.3 48.81 34.65 8,226.00 7.08 33.54 245.3 48.81 34.65 8,227.00 7.08 33.54 245.3 48.81 34.65 I 8,228.00 7.08 33.54 245.3 48.81 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 12 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top . (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) 8,229.00 7.08 33.54 245.4 48.81 34.65 8,230.00 7.08 33.54 245.4 48.81 34.65 8,231.00 7.08 33.54 245.4 48.81 34.65 I 8,232.00 7.08 33.54 245.4 48.82 34.65 8,233.00 7.08 33.55 245.4 48.82 34.65 8,234.00 7.08 33.55 245.5 48.82 34.65 I 8,235.00 7.08 33.55 245.5 48.82 34.65 8,236.00 7.08 33.55 245.5 48.82 34.65 8,237.00 7.09 33.55 245.5 48.82 34.65 8,238.00 7.09 33.55 245.5 48.82 34.65 I 8,239.00 7.09 33.55 245.6 48.82 34.65 8,240.00 7.09 33.55 245.6 48.82 34.65 8,241.00 7.09 33.56 245.6 48.83 34.65 8,242.00 7.09 33.56 245.6 48.83 34.65 . I 8,243.00 7.09 33.56 245.6 48.83 34.65 8,244.00 7.09 33.56 245.7 48.83 34.65 8,245.00 7.09 33.56 245.7 48.83 34.65 1 8,246.00 7.09 33.56 245.7 48.83 34.65 8,247.00 7.09 33.56 245.7 48.83 34.65 8,248.00 7.09 33.56 245.7 48.83 34.65 8,249.00 7.09 33.57 245.8 48.83 34.65 I 8,250.00 7.09 33.57 245.8 48.84 34.65 8,251.00 7.09 33.57 245.8 48.84 34.65 8,252.00 7.09 33.57 245.8 48.84 34.65 I 8,253.00 7.09 33.57 245.8 48.84 34.65 8,254.00 7.10 33.57 245.9 48.84 34.65 8,255.00 7.10 33.57 245.9 48.84 34.65 8,256.00 7.10 33.58 245.9 48.84 34.65 I 8,257.00 7.10 33.58 245.9 48.84 34.65 8,258.00 7.10 33.58 245.9 48.85 34.65 8,259.00 7.10 33.58 246.0 48.85 34.65 I 8,260.00 7.10 33.58 246.0 48.85 34.65 8,261.00 7.10 33.58 246.0 48.85 34.65 8,262.00 7.10 33.58 246.0 48.85 34.65 8,263.00 7.10 33.58 246.0 48.85 34.65 I 8,264.00 7.10 33.59 246.1 48.85 34.65 8,265.00 7.10 33.59 246.1 48.85 34.65 8,266.00 7.10 33.59 246.1 48.85 34.65 I 8,267.00 7.10 33.59 246.1 48.86 34.65 8,268.00 7.10 33.59 246.1 48.86 34.65 8,269.00 7.10 33.59 246.2 48.86 34.65 8,270.00 7.10 33.59 246.2 48.86 34.65 I 8,271.00 7.11 33.59 246.2 48.86 34.65 8,272.00 7.11 33.60 246.2 48.86 34.65 8,273.00 7.11 33.60 246.2 48.86 34.65 I 8,274.00 7.11 33.60 246.3 48.86 34.65 8,275.00 7.11 33.60 246.3 48.87 34.65 8,276.00 7.11 33.60 246.3 48.87 34.65 8,277.00 7.11 33.60 246.3 48.87 34.65 I 8,278.00 7.11 33.60 246.3 48.87 34.65 8,279.00 7.11 33.61 246.4 48.87 34.65 8,280.00 7.11 33.61 246.4 48.87 34.65 I 8,281.00 7.11 33.61 246.4 48.87 34.65 Project Engineer. Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 13 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 8,282.00 7.11 33.61 246.4 48.87 34.65 8,283.00 7.11 33.61 246.4 48.87 34.65 8,284.00 7.11 33.61 246.5 48.88 34.65 ' 8,285.00 7.11 33.61 246.5 48.88 48.88 34.65 8,286.00 7.11 33.61 246.5 34.65 8,287.00 7.11 33.62 246.5 48.88 34.65 8,288.00 7.12 33.62 246.5 48.88 34.65 1 8,289.00 7.12 33.62 246.6 48.88 34.65 8,290.00 7.12 33.62 246.6 48.88 34.65 8,291.00 7.12 33.62 246.6 48.88 34.65 8,292.00 7.12 33.62 246.6 48.89 34.65 8,293.00 7.12 33.62 246.6 48.89 34.65 8,294.00 7.12 33.62 246.7 48.89 34.65 8,295.00 7.12 33.63 246.7 48.89 34.65 8,296.00 7.12 33.63 246.7 48.89 34.65 8,297.00 7.12 33.63 246.7 48.89 34.65 8,298.00 7.12 33.63 246.7 48.89 34.65 cil 8,299.00 7.12 33.63 246.8 48.89 34.65 8,300.00 7.12 33.63 246.8 48.89 34.65 8,301.00 7.12 33.63 246.8 48.90 34.65 8,302.00 7.12 33.64 246.8 48.90 34.65 I 8,303.00 7.12 33.64 246.8 48.90 34.65 8,304.00 7.12 33.64 246.9 48.90 34.65 8,305.00 7.13 33.64 246.9 48.90 34.65 I 8,306.00 7.13 33.64 246.9 48.90 34.65 8,307.00 7.13 33.64 246.9 48.90 34.65 8,308.00 7.13 33.64 246.9 48.90 34.65 8,309.00 7.13 33.64 247.0 48.90 34.65 I 8,310.00 7.13 33.65 247.0 48.91 34.65 8,311.00 7.13 33.65 247.0 48.91 34.65 8,312.00 7.13 33.65 247.0 48.91 34.65 I 8,313.00 7.13 33.65 247.0 48.91 34.65 8,314.00 7.13 33.65 247.1 48.91 34.65 8,315.00 7.13 33.65 247.1 48.91 34.65 8,316.00 7.13 33.65 247.1 48.91 34.65 I 8,317.00 7.13 33.65 247.1 48.91 34.65 8,318.00 7.13 33.66 247.1 48.92 34.65 8,319.00 7.13 33.66 247.2 48.92 34.65 I 8,320.00 7.13 33.66 247.2 48.92 34.65 8,321.00 7.13 33.66 247.2 48.92 34.65 8,322.00 7.14 33.66 247.2 48.92 34.65 8,323.00 7.14 33.66 247.2 48.92 34.65 I 8,324.00 7.14 33.66 247.3 48.92 34.65 8,325.00 7.14 33.66 247.3 48.92 34.65 8,326.00 7.14 33.67 247.3 48.92 34.65 I 8,327.00 7.14 33.67 247,3 48.93 34.65 8,328.00 7.14 33.67 247.4 48.93 34.65 8,329.00 7.14 33.67 247.4 48.93 34.65 8,330.00 7.14 33.67 247.4 48.93 34.65 I 8,331.00 7.14 33.67 247.4 48.93 34.65 8,332.00 7.14 33.67 247.4 48.93 34.65 8,333.00 7.14 33.68 247.5 48.93 34.65 t 8,334.00 7.14 33.68 247.5 48.93 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 14 of 69 I Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 8,335.00 7.14 33.68 247.5 48.94 34.65 8,336.00 7.14 33.68 247.5 48.94 34.65 8,337.00 7.14 33.68 247.5 48.94 34.65 I 8,338.00 7.14 33.68 247.6 48.94 34.65 8,339.00 7.14 33.68 247.6 48.94 34.65 8,340.00 7.15 33.68 247.6 48.94 34.65 8,341.00 7.15 33.69 247.6 48.94 34.65 I 8,342.00 7.15 33.69 247.6 48.94 34.65 8,343.00 7.15 33.69 247.7 48.94 34.65 8,344.00 7.15 33.69 247.7 48.95 34.65 I 8,345.00 7.15 33.69 247.7 48.95 34.65 8,346.00 7.15 33.69 247.7 48.95 34.65 8,347.00 7.15 33.69 247.7 48.95 34.65 8,348.00 7.15 33.69 247.8 48.95 34.65 8,349.00 7.15 33.70 247.8 48.95 34.65 8,350.00 7.15 33.70 247.8 48.95 34.65 8,351.00 7.15 33.70 247.8 - 48.95 34.65 8,352.00 7.15 33.70 247.8 48.96 34.65 8,353.00 7.15 33.70 247.9 48.96 34.65 8,354.00 7.15 33.70 247.9 48.96 34.65 8,355.00 7.15 33.70 247.9 48.96 34.65 1 8,356.00 7.15 33.71 247.9 48.96 34.65 8,357.00 7.16 33.71 247.9 48.96 34.65 8,358.00 7.16 33.71 248.0 48.96 34.65 I 8,359.00 7.16 33.71 248.0 48.96 34.65 8,360.00 7.16 33.71 248.0 48.96 34.65 8,361.00 7.16 33.71 248.0 48.97 34.65 8,362.00 7.16 33.71 248.0 48.97 34.65 1 8,363.00 7.16 33.71 248.1 48.97 34.65 8,364.00 7.16 33.72 248.1 48.97 34.65 8,365.00 7.16 33.72 248.1 48.97 34.65 8,366.00 7.16 33.72 248.1 48.97 34.65 8,367.00 7.16 33.72 248.1 48.97 34.65 8,368.00 7.16 33.72 248.2 48.97 34.65 8,369.00 7.16 33.72 248.2 48.97 34.65 1 8,370.00 7.16 33.72 248.2 48.98 34.65 8,371.00 7.16 33.72 248.2 48.98 34.65 8,372.00 7.16 33.73 248.2 48.98 34.65 8,373.00 7.16 33.73 248.3 48.98 34.65 8,374.00 7.17 33.73 248.3 48.98 34.65 8,375.00 7.17 33.73 248.3 48.98 34.65 8,376.00 7.17 33.73 248.3 48.98 34.65 1 8,377.00 7.17 33.73 248.3 48.98 34.65 8,378.00 7.17 33.73 248.4 48.99 34.65 8,379.00 7.17 33.73 248.4 48.99 34.65 I 8,380.00 7.17 33.74 248.4 48.99 34.65 8,381.00 7.17 33.74 248.4 48.99 34.65 8,382.00 7.17 33.74 248.4 48.99 34.65 8,383.00 7.17 33.74 248.5 48.99 34.65 1 8,384.00 7.17 33.74 248.5 48.99 34.65 8,385.00 7.17 33.74 248.5 48.99 34.65 8,386.00 7.17 33.74 248.5 48.99 34.65 1 8,387.00 7.17 33.75 248.5 49.00 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 15 of 69 1 II. . 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 8,388.00 7.17 33.75 248.6 49.00 34.65 8,389.00 7.17 33.75 248.6 49.00 34.65 8,390.00 7.17 33.75 248.6 49.00 34.65 I 8,391.00 7.18 33.75 248.6 49.00 34.65 8,392.00 7.18 33.75 248.6 49.00 34.65 8,393.00 7.18 33.75 248.7 49.00 34.65 8,394.00 7.18 33.75 248.7 49.00 34.65 I 8,395.00 7.18 33.76 248.7 49.01 34.65 8,396.00 7.18 33.76 248.7 49.01 34.65 8,397.00 7.18 33.76 248.7 49.01 34.65 I 8,398.00 7.18 33.76 248.8 49.01 34.65 8,399.00 7.18 33.76 248.8 49.01 34.65 8,400.00 7.18 33.76 248.8 49.01 34.65 8,401.00 7.18 33.76 248.8 49.01 34.65 I 8,402.00 7.18 33.76 248.8 49.01 34.65 8,403.00 7.18 33.77 248.9 49.01 34.65 8,404.00 7.18 33.77 248.9 49.02 34.65 1 8,405.00 7.18 33.77 248.9 49.02 34.65 8,406.00 7.18 33.77 248.9 49.02 34.65 8,407.00 7.18 33.77 248.9 49.02 34.65 8,408.00 7.19 33.77 249.0 49.02 34.65 I 8,409.00 7.19 33.77 249.0 49.02 34.65 8,410.00 7.19 33.77 249.0 49.02 34.65 8,411.00 7.19 33.78 249.0 49.02 34.65 I 8,412.00 7.19 33.78 249.0 49.02 34.65 8,413.00 7.19 33.78 249.1 49.03 34.65 8,414.00 7.19 33.78 249.1 49.03 34.65 8,415.00 7.19 33.78 249.1 49.03 34.65 I 8,416.00 7.19 33.78 249.1 49.03 34.65 8,417.00 7.19 33.78 249.1 49.03 34.65 8,418.00 7.19 33.78 249.2 49.03 34.65 I 8,419.00 7.19 33.79 249.2 49.03 34.65 8,420.00 7.19 33.79 249.2 49.03 34.65 8,421.00 7.19 33.79 249.2 49.04 34.65 8,422.00 7.19 33.79 249.2 49.04 34.65 I 8,423.00 7.19 33.79 249.3 49.04 34.65 8,424.00 7.19 33.79 249.3 49.04 34.65 8,425.00 7.19 33.79 249.3 49.04 34.65 I 8,426.00 7.20 33.80 249.3 49.04 34.65 8,427.00 7.20 33.80 249.3 49.04 34.65 8,428.00 7.20 33.80 249.4 49.04 34.65 8,429.00 7.20 33.80 249.4 49.04 34.65 I 8,430.00 7.20 33.80 249.4 49.05 34.65 8,431.00 7.20 33.80 249.4 49.05 34.65 8,432.00 7.20 33.80 249.4 49.05 34.65 I 8,433.00 7.20 33.80 249.5 49.05 34.65 8,434.00 7.20 33.81 249.5 49.05 34.65 8,435.00 7.20 33.81 249.5 49.05 34.65 8,436.00 7.20 33.81 249.5 49.05 34.65 • I 8,437.00 7.20 33.81 249.5 49.05 34.65 8,438.00 7.20 33.81 249.6 49.05 34.65 8,439.00 7.20 33.81 249.6 49.06 34.65 I 8,440.00 7.20 33.81 249.6 49.06 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 16 of 69 1 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft2) (ft) (ft) 8,441.00 7.20 33.81 249.6 49.06 34.65 8,442.00 7.20 33.82 249.6 49.06 34.65 8,443.00 7.21 33.82 249.7 49.06 34.65 I 8,444.00 7.21 33.82 249.7 49.06 34.65 8,445.00 7.21 33.82 249.7 49.06 34.65 8,446.00 7.21 33.82 249.7 49.06 34.65 t 8,447.00 7.21 33.82 249.7 49.07 34.65 8,448.00 7.21 33.82 249.8 49.07 34.65 8,449.00 7.21 _ 33.82 249.8 49.07 34.65 8,450.00 7.21 33.83 249.8 49.07 34.65 I 8,451.00 7.21 33.83 249.8 49.07 34.65 8,452.00 7.21 33.83 249.8 49.07 34.65 8,453.00 7.21 33.83 249.9 49.07 34.65 8,454.00 7.21 33.83 249.9 49.07 34.65 I 8,455.00 7.21 33.83 249.9 49.07 34.65 8,456.00 7.21 33.83 249.9 49.08 34.65 8,457.00 7.21 33.84 249.9 49.08 34.65 8,458.00 7.21 33.84 250.0 49.08 34.65 8,459.00 7.21 33.84 250.0 49.08 34.65 8,460.00 7.22 33.84 250.0 49.08 34.65 8,461.00 7.22 33.84 250.0 49.08 34.65 I 8,462.00 7.22 33.84 250.0 49.08 34.65 8,463.00 7.22 33.84 250.1 49.08 34.65 8,464.00 7.22 33.84 250.1 49.09 34.65 I 8,465.00 7.22 33.85 250.1 49.09 34.65 8,466.00 7.22 33.85 250.1 49.09 34.65 8,467.00 7.22 33.85 250.1 49.09 34.65 8,468.00 7.22 33.85 250.2 49.09 34.65 I 8,469.00 7.22 33.85 250.2 49.09 34.65 8,470.00 7.22 33.85 250.2 49.09 34.65 8,471.00 7.22 33.85 250.2 49.09 34.65 8,472.00 7.22 33.85 250.2 49.09 34.65 8,473.00 7.22 33.86 250.3 49.10 34.65 8,474.00 7.22 33.86 250.3 49.10 34.65 8,475.00 7.22 33.86 250.3 49.10 34.65 I 8,476.00 7.22 33.86 250.3 49.10 34.65 8,477.00 7.23 33.86 250.3 49.10 34.65 8,478.00 7.23 33.86 250.4 49.10 34.65 I 8,479.00 7.23 33.86 250.4 49.10 34.65 8,480.00 7.23 33.86 250.4 49.10 34.65 8,481.00 7.23 33.87 250.4 49.10 34.65 8,482.00 7.23 33.87 250.5 49.11 34.65 I 8,483.00 7.23 33.87 250.5 49.11 34.65 8,484.00 7.23 33.87 250.5 49.11 34.65 8,485.00 7.23 33.87 250.5 49.11 34.65 I 8,486.00 7.23 33.87 250.5 49.11 34.65 8,487.00 7.23 33.87 250.6 49.11 34.65 8,488.00 7.23 33.87 250.6 49.11 34.65 8,489.00 7.23 33.88 250.6 49.11 34.65 I 8,490.00 7.23 33.88 250.6 49.12 34.65 8,491.00 7.23 33.88 250.6 49.12 34.65 8,492.00 7.23 33.88 250.7 49.12 34.65 8,493.00 7.23 33.88 250.7 49.12 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84 _outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 17 of 69 I Table I Rating Table for Rectangular Channel 1 I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 8,494.00 7.23 33.88 250.7 49.12 34.65 8,495.00 7.24 33.88 250.7 49.12 34.65 1 8,496.00 7.24 33.88 250.7 49.12 34.65 I 8,497.00 7.24 33.89 250.8 49.12 34.65 8,498.00 7.24 33.89 250.8 49.12 34.65 8,499.00 7.24 33.89 250.8 49.13 34.65 8,500.00 7.24 33.89 250.8 49.13 34.65 I 8,501.00 7.24 33.89 250.8 49.13 34.65 8,502.00 7.24 33.89 250.9 49.13 34.65 8,503.00 7.24 33.89 250.9 49.13 34.65 I 8,504.00 7.24 33.90 250.9 49.13 34.65 8,505.00 7.24 33.90 250.9 49.13 34.65 8,506.00 7.24 33.90 250.9 49.13 34.65 8,507.00 7.24 33.90 251.0 49.13 34.65 I 8,508.00 7.24 33.90 251.0 49.14 34.65 8,509.00 7.24 33.90 251.0 49.14 34.65 8,510.00 7.24 33.90 251.0 . 49.14 34.65 8,511.00 7.24 33.90 251.0 49.14 34.65 8,512.00 7.25 33.91 251.1 49.14 34.65 • 8,513.00 7.25 33.91 251.1 49.14 34.65 8,514.00 7.25 33.91 251.1 49.14 34.65 I 8,515.00 7.25 33.91 251.1 49.14 34.65 8,516.00 7.25 33.91 251.1 49.15 34.65 8,517.00 7.25 33.91 251.2 49.15 34.65 8,518.00 7.25 33.91 251.2 49.15 34.65 I 8,519.00 7.25 33.91 251.2 49.15 34.65 8,520.00 7.25 33.92 251.2 49.15 34.65 8,521.00 7.25 33.92 251.2 49.15 34.65 I 8,522.00 7.25 33.92 251.3 49.15 34.65 8,523.00 7.25 33.92 251.3 49.15 34.65 8,524.00 7.25 33.92 251.3 49.15 34.65 I 8,525.00 7.25 33.92 251.3 49.16 34.65 8,526.00 7.25 33.92 251.3 49.16 34.65 8,527.00 7.25 33.92 251.4 49.16 34.65 8,528.00 7.25 33.93 251.4 49.16 34.65 I 8,529.00 7.26 33.93 251.4 49.16 34.65 8,530.00 7.26 33.93 251.4 49.16 34.65 8,531.00 7.26 33.93 251.4 49.16 34.65 I 8,532.00 7.26 33.93 251.5 49.16 34.65 8,533.00 7.26 33.93 251.5 49.17 34.65 8,534.00 7.26 33.93 251.5 49.17 34.65 8,535.00 7.26 33.93 251.5 49.17 34.65 I 8,536.00 7.26 33.94 251.5 49.17 34.65 8,537.00 7.26 33.94 251.6 49.17 34.65 8,538.00 7.26 33.94 251.6 49.17 34.65 I 8,539.00 7.26 33.94 251.6 49.17 34.65 8,540.00 7.26 33.94 251.6 49.17 34.65 8,541.00 7.26 33.94 251.6 49.17 34.65 8,542.00 7.26 33.94 251.7 49.18 34.65 I 8,543.00 7.26 33.94 251.7 49.18 34.65 8,544.00 7.26 33.95 251.7 49.18 34.65 8,545.00 7.26 33.95 251.7 49.18 34.65 I 8,546.00 7.27 33.95 251.7 49.18 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 18 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top p (cfs) (ft) (fUs) Area Perimeter Width I (ft2) (ft) (ft) 8,547.00 7.27 33.95 251.8 49.18 34.65 8,548.00 7.27 33.95 251.8 49.18 34.65 U 8,549.00 7.27 33.95 251.8 49.18 34.65 8,550.00 7.27 33.95 251.8 49.18 34.65 8,551.00 7.27 33.95 251.8 49.19 34.65 8,552.00 7.27 33.96 251.9 49.19 34.65 I 8,553.00 7.27 33.96 251.9 49.19 34.65 8,554.00 7.27 33.96 251.9 49.19 34.65 8,555.00 7.27 33.96 251.9 49.19 34.65 I 8,556.00 7.27 33.96 251.9 49.19 34.65 8,557.00 7.27 33.96 252.0 49.19 34.65 8,558.00 7.27 33.96 252.0 49.19 34.65 8,559.00 7.27 33.96 252.0 49.20 34.65 I 8,560.00 7.27 33.97 252.0 49.20 34.65 8,561.00 7.27 33.97 252.0 49.20 34.65 8,562.00 7.27 33.97 252.1 49.20 34.65 1 8,563.00 7.27 33.97 252.1 49.20 34.65 8,564.00 7.28 33.97 252.1 49.20 34.65 8,565.00 7.28 33.97 252.1 49.20 34,65 8,566.00 7.28 33.97 252.1 49.20 34.65 I 8,567.00 7.28 33.98 252.2 49.20 34.65 8,568.00 7.28 33.98 252.2 49.21 34.65 8,569.00 7.28 33.98 252.2 49.21 34.65 8,570.00 7.28 33.98 252.2 49.21 34.65 I 8,571.00 7.28 33.98 252.2 49.21 34.65 8,572.00 7.28 33.98 252.3 49.21 34.65 8,573.00 7.28 33.98 252.3 49.21 34.65 I 8,574.00 7.28 33.98 252.3 49.21 34.65 8,575.00 7.28 33.99 252.3 49.21 34.65 8,576.00 7.28 33.99 252.3 49.21 34.65 8,577.00 7.28 33.99 252.4 49.22 34.65 I 8,578.00 7.28 33.99 252.4 49.22 34.65 8,579.00 7.28 33.99 252.4 49.22 34.65 8,580.00 7.28 33.99 252.4 49.22 34.65 I 8,581.00 7.29 33.99 252.4 49.22 34.65 8,582.00 7.29 33.99 252.5 49.22 34.65 8,583.00 7.29 34.00 252.5 49.22 34.65 8,584.00 7.29 34.00 252.5 49.22 34.65 I 8,585.00 7.29 34.00 252.5 49.23 34.65 8,586.00 7.29 34.00 252.5 49.23 34.65 8,587.00 7.29 34.00 252.6 49.23 34.65 I 8,589.00 7.29 34.00 252.6 49.23 49.23 34.65 7.29 34.00 252.6 34.65 8,590.00 7.29 34.00 252.6 49.23 34.65 8,591.00 7.29 34.01 252.6 49.23 34.65 I 8,592.00 7.29 34.01 252.7 49.23 34.65 8,593.00 7.29 34.01 252.7 49.23 34.65 8,594.00 7.29 34.01 252.7 49.24 34.65 I 8,595.00 7.29 34.01 252.7 49.24 34.65 8,596.00 7.29 34.01 252.7 49.24 34.65 8,597.00 7.29 34.01 252.8 49.24 34.65 8,598.00 7.30 34.01 252.8 49.24 34.65 II 8,599.00 7.30 34.02 252.8 49.24 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 19 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft�) (ft) (ft) 8,600.00 7.30 34.02 252.8 49.24 34.65 8,601.00 7.30 34.02 252.8 49.24 34.65 I 8,602.00 7.30 34.02 252.9 49.24 34.65 8,603.00 7.30 34.02 252.9 49.25 34.65 8,604.00 7.30 34.02 252.9 49.25 34.65 8,605.00 7.30 34.02 252.9 49.25 34.65 I 8,606.00 7.30 34.02 252.9 49.25 34.65 8,607.00 7.30 34.03 253.0 49:25 34.65 8,608.00 7.30 34.03 253.0 49.25 34.65 • I 8,609.00 7.30 34.03 253.0 49.25 34.65 8,610.00 7.30 34.03 253.0 49.25 34.65 8,611.00 7.30 34.03 253.0 49.26 34.65 8,612.00 7.30 34.03 253.1 49.26 34.65 I 8,613.00 7.30 34.03 253.1 49.26 34.65 8,614.00 7.30 34.03 253.1 49.26 34.65 8,615.00 7.30 34.04 253.1 49.26 34.65 8,616.00 7.31 34.04 253.1 49.26 34.65 8,617.00 7.31 34.04 253.2 49.26 34.65 8,618.00 7.31 34.04 253.2 49.26 34.65 8,619.00 7.31 34.04 253.2 49.26 34.65 I 8,620.00 7.31 34.04 253.2 49.27 34.65 8,621.00 7.31 34.04 253.2 49.27 34.65 8,622.00 7.31 34.04 253.3 49.27 34.65 8,623.00 7.31 34.05 253.3 49.27 34.65 I 8,624.00 7.31 34.05 253.3 49.27 34.65 8,625.00 7.31 34.05 253.3 49.27 34.65 8,626.00 7.31 34.05 253.3 49.27 34.65 I 8,627.00 7.31 34.05 253.4 49.27 34.65 8,628.00 7.31 34.05 253.4 49.27 34.65 8,629.00 7.31 34.05 253.4 49.28 34.65 8,630.00 7.31 34.05 253.4 49.28 34.65 I 8,631.00 7.31 34.06 253.4 49.28 34.65 8,632.00 7.31 34.06 253.5 49.28 34.65 8,633.00 7.32 34.06 253.5 49.28 34.65 I 8,634.00 7.32 34.06 253.5 49.28 34.65 8,635.00 7.32 34.06 253.5 49.28 34.65 8,636.00 7.32 34.06 253.5 49.28 34.65 8,637.00 7.32 34.06 253.6 49.29 34.65 I 8,638.00 7.32 34.06 253.6 49.29 34.65 8,639.00 7.32 34.07 253.6 49.29 34.65 8,640.00 7.32 34.07 253.6 49.29 34.65 I 8,641.00 7.32 34.07 253.6 49.29 34.65 8,642.00 7.32 34.07 253.7 49.29 34.65 8,643.00 7.32 34.07 253.7 49.29 34.65 8,644.00 7.32 34.07 253.7 49.29 34.65 I 8,645.00 7.32 34.07 253.7 49.29 34.65 8,646.00 7.32 34.07 253.7 49.30 34.65 8,647.00 7.32 34.08 253.8 49.30 34.65 I 8,648.00 7.32 34.08 253.8 49.30 34.65 8,649.00 7.32 34.08 253.8 49.30 34.65 8,650.00 7.33 34.08 253.8 49.30 34.65 8,651.00 7.33 34.08 253.8 49.30 34.65 I 8,652.00 7.33 34.08 253.9 49.30 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 20 of 69 1 Table Rating Table for Rectangular Channel 1 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft') (ft) (ft) 8,653.00 7.33 34.08 253.9 49.30 34.65 8,654.00 7.33 34.08 253.9 49.30 34.65 8,655.00 7.33 34.09 253.9 49.31 34.65 I 8,656.00 7.33 34.09 253.9 49.31 34.65 8,657.00 7.33 34.09 254.0 49.31 34.65 8,658.00 7.33 34.09 254.0 49.31 34.65 I 8,659.00 7.33 34.09 254.0 49.31 34.65 8,660.00 7.33 34.09 254.0 49.31 34.65 8,661.00 7.33 34.09 254.0 49.31 34.65 I 8,662.00 7.33 34.09 254.1 49.31 34.65 8,663.00 7.33 34.10 254.1 49.32 34.65 8,664.00 7.33 34.10 254.1 49.32 34.65 8,665.00 7.33 34.10 254.1 49.32 34.65 I 8,666.00 7.33 34.10 254.1 49.32 34.65 8,667.00 7.33 34.10 254.2 49.32 34.65 8,668.00 7.34 34.10 254.2 49.32 34.65 8,669.00 7.34 34.10 254.2 49.32 34.65 1 8,670.00 7.34 34.10 254.2 49.32 34.65 8,671.00 7.34 34.11 254.2 49.32 34.65 8,672.00 7.34 34.11 254.3 49.33 34.65 I 8,673.00 7.34 34.11 254.3 49.33 34,65 8,674.00 7.34 34.11 254.3 49.33 34.65 8,675.00 7.34 34.11 254.3 49.33 34.65 8,676.00 7.34 34.11 254.3 49.33 34.65 I 8,677.00 7.34 34.11 254.4 49.33 34.65 8,678.00 7.34 34.12 254.4 49.33 34.65 8,679.00 7.34 34.12 254.4 49.33 34.65 I 8,680.00 7.34 34.12 254.4 49.33 34.65 8,681.00 7.34 34.12 254.4 49.34 34.65 8,682.00 7.34 34.12 254.5 49.34 34.65 8,683.00 7.34 34.12 254.5 49.34 34.65 I 8,684.00 7.34 34.12 254.5 49.34 34.65 8,685.00 7.35 34.12 254.5 49.34 34.65 8,686.00 7.35 34.13 254.5 49.34 34.65 I 8,687.00 7.35 34.13 254.6 49.34 34.65 8,688.00 7.35 34.13 254.6 49.34 34.65 8,689.00 7.35 34.13 254.6 49.35 34.65 8,690.00 7.35 34.13 254.6 49.35 34.65 ' 8,691.00 7.35 34.13 254.6 49.35 34.65 8,692.00 7.35 34.13 254.7 49.35 34.65 8,693.00 7.35 34.13 254.7 49.35 34.65 I 8,694.00 7.35 34.14 254.7 49.35 34.65 8,695.00 7.35 34.14 254.7 49.35 34.65 8,696.00 7.35 34.14 254.7 49.35 34.65 8,697.00 7.35 34.14 254.8 49.35 34.65 I 8,698.00 7.35 34.14 254.8 49.36 34.65 8,699.00 7.35 34.14 254.8 49.36 34.65 8,700.00 7.35 34.14 254.8 49.36 34.65 8,701.00 7.35 34.14 254.8 49.36 34.65 8,702.00 7.36 34.15 254.9 49.36 34.65 8,703.00 7.36 34.15 254.9 49.36 34.65 8,704.00 7.36 34.15 254.9 49.36 34.65 I 8,705.00 7.36 34.15 254.9 49.36 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 (614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 21 of 69 1 Table • Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted To 9 P Y Top (cfs) (ft) (fbs) Area Perimeter Width (ft (ft) (ft) 8,706.00 7.36 34.15 254.9 49.36 34.65 8,707.00 7.36 34.15 255.0 49.37 34.65 8,708.00 7.36 34.15 255.0 49.37 34.65 I 8,709.00 7.36 34.15 255.0 49.37 34.65 8,710.00 7.36 34.16 255.0 49.37 34.65 8,711.00 7.36 34.16 255.0 49.37 34.65 I 8,712.00 7.36 34.16 255.1 49.37 34.65 8,713.00 7.36 34.16 255.1 49.37 34.65 8,714.00 7.36 34.16 255.1 49.37 34.65 8,715.00 7.36 34.16 255.1 49.38 34.65 I 8,716.00 7.36 34.16 255.1 49.38 34.65 8,717.00 7.36 34.16 255.2 49.38 34.65 8,718.00 7.36 34.17 255.2 49.38 34.65 I 8,719.00 7.36 34.17 255.2 49.38 34.65 8,720.00 7.37 34.17 255.2 49.38 34.65 8,721.00 7.37 34.17 255.2 49.38 34.65 8,722.00 7.37 34.17 255.3 49.38 34.65 8,723.00 7.37 34.17 255.3 49.38 34.65 8,724.00 7.37 34.17 255.3 49.39 34.65 8,725.00 7.37 34.17 255.3 49.39 34.65 I 8,726.00 7.37 34.18 255.3 49.39 34.65 8,727.00 7.37 34.18 255.4 49.39 34.65 8,728.00 7.37 34.18 255.4 49.39 34.65 8,729.00 7.37 34.18 255.4 49.39 34.65 8,730.00 7.37 34.18 255.4 49.39 34.65 8,731.00 7.37 34.18 255.4 49.39 34.65 8,732.00 7.37 34.18 255.5 49.39 34.65 I 8,733.00 7.37 34.18 255.5 49.40 34.65 8,734.00 7.37 34.19 255.5 49.40 34.65 8,735.00 7.37 34.19 255.5 49.40 34.65 8,736.00 7.37 34.19 255.5 49.40 34.65 ' 8,737.00 7.38 34.19 255.6 49.40 34.65 8,738.00 7.38 34.19 255.6 49.40 34.65 8,739.00 7.38 34.19 255.6 49.40 34.65 I 8,740.00 7.38 34.19 255.6 49.40 34.65 8,741.00 7.38 34.19 255.6 49.41 34.65 8,742.00 7.38 34.20 255.7 49.41 34.65 8,743.00 7.38 34.20 255.7 49.41 34.65 ' 8,744.00 7.38 34.20 255.7 49.41 34.65 8,745.00 7.38 34.20 255.7 49.41 34.65 8,746.00 7.38 34.20 255.7 49.41 34.65 I 8,747.00 7.38 34.20 255.8 49.41 34.65 8,748.00 7.38 34.20 255.8 49.41 34.65 8,749.00 7.38 34.20 255.8 49.41 34.65 8,750.00 7.38 34.20 255.8 49.42 34.65 I 8,751.00 7.38 34.21 255.8 49.42 34.65 8,752.00 7.38 34.21 255.9 49.42 34.65 8,753.00 7.38 34.21 255.9 49.42 34.65 I 8,754.00 7.39 34.21 255.9 49.42 34.65 8,755.00 7.39 34.21 255.9 49.42 34.65 8,756.00 7.39 34.21 255.9 49.42 34.65 8,757.00 7.39 34.21 256.0 49.42 34.65 I 8,758.00 7.39 34.21 256.0 49.42 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n) I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 22 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,759.00 7.39 34.22 256.0 49.43 34.65 8,760.00 7.39 34.22 256.0 49.43 34.65 8,761.00 7.39 34.22 256.0 49.43 34.65 8,762.00 7.39 34.22 256.0 49.43 34.65 8,763.00 7.39 34.22 256.1 49.43 34.65 8,764.00 7.39 34.22 256.1 49.43 34.65 I 8,765.00 7.39 34.22 256.1 49.43 34.65 8,766.00 7.39 34.22 256.1 49.43 34.65 8,767.00 7.39 34.23 256.1 49.43 34.65 8,768.00 7.39 34.23 256.2 49.44 34.65 I 8,769.00 7.39 34.23 256.2 49.44 34.65 8,770.00 7.39 34.23 256.2 49.44 34.65 8,771.00 7.39 34.23 256.2 49.44. 34.65 I 8,772.00 7.40 34.23 256.2 49.44 34.65 8,773.00 7.40 34.23 256.3 49.44 34.65 8,774.00 7.40 34.23 256.3 49.44 34.65 8,775.00 7.40 34.24 256.3 49.44 34.65 8,776.00 7.40 34.24 256.3 49.45 34.65 8,777.00 7.40 34.24 256.3 49.45 34.65 8,778.00 7.40 34.24 256.4 49.45 34.65 8,779.00 8,780.00 7.40 7.40 34.24 34.24 256.4 256.4 49.45 34.65 I 780.00 49.45 34.65 8,781.00 7.40 34.24 256.4 49.45 34.65 8,782.00 7.40 34.24 256.4 49.45 34.65 8,783.00 7.40 34.25 256.5 49.45 34.65 8,784.00 7.40 34.25 256.5 49.45 34.65 8,785.00 7.40 34.25 256.5 49.46 34.65 I 8,786.00 7.40 34.25 256.5 49.46 34.65 8,787.00 7.40 34.25 256.5 49.46 34.65 8,788.00 7.40 34.25 256.6 49.46 34.65 8,789.00 7.41 34.25 256.6 49.46 34.65 I 8,790.00 7.41 34.25 256.6 49.46 34.65 8,791.00 7.41 34.26 256.6 49.46 34.65 8,792.00 7.41 34.26 256.6 49.46 34.65 I 8,793.00 7.41 34.26 256.7 49.46 34.65 8,794.00 7.41 34.26 256.7 49.47 34.65 8,795.00 7.41 34.26 256.7 49.47 34.65 8,796.00 7.41 34.26 256.7 49.47 34.65 8,797.00 7.41 34.26 256.7 49.47 34.65 8,798.00 7.41 34.26 256.8 49.47 34.65 8,799.00 7.41 34.27 256.8 49.47 34.65 I 8,800.00 7.41 34.27 256.8 49.47 34.65 8,801.00 7.41 34.27 256.8 49.47 34.65 8,802.00 7.41 34.27 256.8 49.48 34.65 8,803.00 7.41 34.27 256.9 49.48 34.65 8,804.00 7.41 34.27 256.9 49.48 34.65 8,805.00 7.41 34.27 256.9 49.48 34.65 8,806.00 7.41 34.27 256.9 49.48 34.65 I 8,807.00 7.42 34.28 256.9 49.48 34.65 8,808.00 7.42 34.28 257.0 49.48 34.65 8,809.00 7.42 34.28 257.0 49.48 34.65 8,810.00 7.42 34.28 257.0 49.48 34.65 1 8,811.00 7.42 34.28 257.0 49.49 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 23 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,812.00 7.42 34.28 257.0 49.49 34.65 8,813.00 7.42 34.28 257.1 49.49 34.65 8,814.00 7.42 34.28 257.1 49.49 34.65 I 8,815.00 7.42 34.29 257.1 49.49 34.65 8,816.00 7.42 34.29 257.1 49.49 34.65 8,817.00 7.42 34.29 257.1 49.49 34.65 I 8,818.00 7.42 34.29 257.2 49.49 34.65 8,819.00 7.42 34.29 257.2 49.49 34.65 8,820.00 7.42 34.29 257.2 49.50 34.65 8,821.00 7.42 34.29 257.2 49.50 34.65 I 8,822.00 7.42 34.29 257.2 49.50 34.65 8,823.00 7.42 34.30 257.3 49.50 34.65 8,824.00 7.43 34.30 257.3 49.50 34.65 I 8,825.00 7.43 34.30 257.3 49.50 34.65 8,826.00 7.43 34.30 257.3 49.50 34.65 8,827.00 7.43 34.30 257.3 49.50 34.65 8,828.00 7.43 34.30 257.4 49.50 34.65 I 8,829.00 7.43 34.30 257.4 49.51 34.65 8,830.00 7.43 34.30 257.4 49.51 34.65 8,831.00 7.43 34.31 257.4 49.51 34.65 I 8,832.00 7.43 34.31 257.4 49.51 34.65 8,833.00 7.43 34.31 257.5 49.51 34.65 8,834.00 7.43 34.31 257.5 49.51 34.65 8,835.00 7.43 34.31 257.5 49.51 34.65 I 8,836.00 7.43 34.31 257.5 49.51 34.65 8,837.00 7.43 34.31 257.5 49.52 34.65 8,838.00 7.43 34.31 257.6 49.52 34.65 I 8,839.00 7.43 34.32 257.6 49.52 34.65 8,840.00 7.43 34.32 257.6 49.52 34.65 8,841.00 7.43 34.32 257.6 49.52 34.65 8,842.00 7.44 34.32 257.6 49.52 34.65 I 8,843.00 7.44 34.32 257.7 49.52 34.65 8,844.00 7.44 34.32 257.7 49.52 34.65 8,845.00 7.44 34.32 257.7 49.52 . 34.65 I 8,846.00 7.44 34.32 257.7 49.53 34.65 8,847.00 7.44 34.33 257.7 49.53 34.65 8,848.00 7.44 34.33 257.8 49.53 34.65 8,849.00 7.44 34.33 257.8 49.53 34.65 I 8,850.00 7.44 34.33 257.8 49.53 34.65 8,851.00 7.44 34.33 257.8 49.53 34.65 8,852.00 7.44 34.33 257.8 49.53 34.65 I 8,853.00 7.44 34.33 257.9 49.53 34.65 8,854.00 7.44 34.33 257.9 49.53 34.65 8,855.00 7.44 34.34 257.9 49.54 34.65 8,856.00 7.44 34.34 257.9 49.54 34.65 I 8,857.00 7.44 34.34 257.9 49.54 34.65 8,858.00 7.44 34.34 258.0 49.54 34.65 8,859.00 7.45 34.34 258.0 49.54 34.65 I 8,860.00 7.45 34.34 258.0 49.54 34.65 8,861.00 7.45 34.34 258.0 49.54 34.65 8,862.00 7.45 34.34 258.0 49.54 34.65 8,863.00 7.45 34.34 258.1 49.55 34.65 I 8,864.00 7.45 34.35 258.1 49.55 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin\84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 24 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,865.00 7.45 34.35 258.1 49.55 34.65 8,866.00 7.45 34.35 258.1 49.55 34.65 8,867.00 7.45 34.35 258.1 49.55 34.65 I 8,868.00 7.45 34.35 258.2 49.55 34.65 8,869.00 7.45 34.35 258.2 49.55 34.65 8,870.00 7.45 34.35 258.2 49.55 34.65 I 8,871.00 7.45 34.35 258.2 49.55 34.65 8,872.00 7.45 34.36 258.2 49.56 34.65 • 8,873.00 7.45 34.36 258.3 49.56 34.65 8,874.00 7.45 34.36 258.3 49.56 34.65 I 8,875.00 7.45 34.36 258.3 49.56 34.65 8,876.00 7.46 34.36 258.3 49.56 34.65 8,877.00 7.46 34.36 258.3 49.56 34.65 I 8,878.00 7.46 34.36 258.4 49.56 34.65 8,879.00 7.46 34.36 258.4 49.56 34.65 8,880.00 7.46 34.37 258.4 49.56 34.65 8,881.00 7.46 34.37 258.4 49.57 34.65 I 8,882.00 7.46 34.37 258.4 49.57 34.65 8,883.00 7.46 34.37 258.5 49.57 34.65 8,884.00 7.46 34.37 258.5 49.57 34.65 I 8,885.00 7.46 34.37 258.5 49.57 34.65 8,886.00 7.46 34.37 258.5 49.57 34.65 8,887.00 7.46 34.37 258.5 49.57 34.65 8,888.00 7.46 34.38 258.6 49.57 34.65 I 8,889.00 7.46 34.38 258.6 49.57 34.65 8,890.00 7.46 34.38 258.6 49.58 34.65 8,891.00 7.46 34.38 258.6 49.58 34.65 I 8,892.00 7.46 34.38 258.6 49.58 34.65 8,893.00 7.46 34.38 258.7 49.58 34.65 8,894.00 7.47 34.38 258.7 49.58 34.65 8,895.00 7.47 34.38 258.7 49.58 34.65 I 8,896.00 7.47 34.39 258.7 49.58 34.65 8,897.00 7.47 34.39 258.7 49.58 34.65 8,898.00 7.47 34.39 258.8 49.59 34.65 I 8,899.00 7.47 34.39 258.8 49.59 34.65 8,900.00 7.47 34.39 258.8 49.59 34.65 8,901.00 7.47 34.39 258.8 49.59 34.65 8,902.00 7.47 34.39 258.8 49.59 34.65 I 8,903.00 7.47 34.39 258.9 49.59 34.65 8,904.00 7.47 34.40 258.9 49.59 34.65 8,905.00 7.47 34.40 258.9 49.59 34.65 8,906.00 7.47 34.40 258.9 49.59 34.65 8,907.00 7.47 34.40 258.9 49.60 34.65 8,908.00 7.47 34.40 259.0 49.60 34.65 8,909.00 7.47 34.40 259.0 49.60 34.65 I 8,910.00 7.47 34.40 259.0 49.60 34.65 8,911.00 7.48 34.40 259.0 49.60 34.65 8,912.00 7.48 34.41 259.0 49.60 34.65 8,913.00 7.48 34.41 259.1 49.60 34.65 I 8,914.00 7.48 34.41 259.1 49.60 34.65 8,915.00 7.48 34.41 259.1 49.60 34.65 8,916.00 7.48 34.41 259.1 49.61 34.65 I _ 8,917.00 7.48 34.41 259.1 49.61 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 25 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top , (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,918.00 7.48 34.41 259.1 49.61 34.65 8,919.00 7.48 34.41 259.2 49.61 34.65 8,920.00 7.48 34.41 259.2 49.61 34.65 I 8,921.00 7.48 34.42 259.2 49.61 34.65 8,922.00 7.48 34.42 259.2 49.61 34.65 8,923.00 7.48 34.42 259.2 49.61 34.65 I 8,924.00 7.48 34.42 259.3 49.62 34.65 8,925.00 7.48 34.42 259.3 49.62 34.65 • 8,926.00 7.48 34.42 259.3 49.62 34.65 8,927.00 7.48 34.42 259.3 49.62 34.65 I 8,928.00 7.48 34.42 259.3 49.62 34.65 8,929.00 7.49 34.43 259.4 49.62 34.65 8,930.00 7.49 34.43 259.4 49.62 34.65 8,931.00 7.49 34.43 259.4 49.62 34.65 8,932.00 7.49 34.43 259.4 49.62 34.65 8,933.00 7.49 34.43 259.4 49.63 34.65 _ 8,934.00 7.49 34.43 259.5 49.63 34.65 8,935.00 7.49 34.43 259.5 49.63 34.65 8,936.00 7.49 34.43 259.5 49.63 34.65 8,937.00 7.49 34.44 259.5 49.63 34.65 8,938.00 7.49 34.44 259.5 49.63 34.65 I 8,939.00 7.49 34.44 259.6 49.63 34.65 8,940.00 7.49 34.44 259.6 49.63 34.65 8,941.00 7.49 34.44 259.6 49.63 34.65 I 8,942.00 7.49 34.44 259.6 49.64 34.65 8,943.00 7.49 34.44 259.6 49.64 34.65 8,944.00 7.49 34.44 259.7 49.64 34.65 8,945.00 7.49 34.45 259.7 49.64 34.65 I 8,946.00 7.50 34.45 259.7 49.64 34.65 8,947.00 7.50 34.45 259.7 49.64 34.65 8,948.00 7.50 34.45 259.7 49.64 34.65 I 8,949.00 7.50 34.45 259.8 49.64 34.65 8,950.00 7.50 34.45 259.8 49.64 34.65 8,951.00 7.50 34.45 259.8 49.65 34.65 8,952.00 7.50 34.45 259.8 49.65 34.65 I 8,953.00 7.50 34.46 259.8 49.65 34.65 8,954.00 7.50 34.46 259.9 49.65 34.65 8,955.00 7.50 34.46 259.9 49.65 34.65 I 8,956.00 7.50 34.46 259.9 49.65 34.65 8,957.00 7.50 34.46 259.9 49.65 34.65 8,958.00 7.50 34.46 259.9 49.65 34.65 8,959.00 7.50 34.46 260.0 49.66 34.65 I 8,960.00 7.50 34.46 260.0 49.66 34.65 8,961.00 7.50 34.47 260.0 49.66 34.65 8,962.00 7.50 34.47 260.0 49.66 34.65 I 8,963.00 7.50 34.47 260.0 49.66 34.65 8,964.00 7.51 34.47 260.1 49.66 34.65 8,965.00 7.51 34.47 260.1 49.66 34.65 I 8,966.00 7.51 34.47 260.1 49.66 34.65 8,967.00 7.51 34.47 260.1 49.66 34.65 8,968.00 7.51 34.47 260.1 49.67 34.65 8,969.00 7.51 34.47 260.2 49.67 34.65 I 8,970.00 7.51 34.48 260.2 49.67 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 26 of 69 1 Table Rating Table for Rectangular Channel 1 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft') (ft) (ft) 8,971.00 7.51 34.48 260.2 49.67 34.65 8,972.00 7.51 34.48 260.2 49.67 34.65 I 8,973.00 7.51 34.48 260.2 49.67 34.65 8,974.00 7.51 34.48 260.3 49.67 34.65 8,975.00 7.51 34.48 260.3 49.67 34.65 8,976.00 7.51 34.48 260.3 49.67 34.65 I 8,977.00 7.51 34.48 260.3 49.68 34.65 8,978.00 7.51 34.49 260.3 49.68 34.65 8,979.00 7.51 34.49 260.4 49.68 34.65 I 8,980.00 7.51 34.49 260.4 49.68 34.65 8,981.00 7.52 34.49 260.4 49.68 34.65 8,982.00 7.52 34.49 260.4 49.68 34.65 8,983.00 7.52 34.49 260.4 49.68 34.65 ' 8,984.00 7.52 34.49 260.5 49.68 34.65 8,985.00 7.52 34.49 260.5 49.68 34.65 8,986.00 7.52 34.50 260.5 49.69 34.65 1 8,987.00 7.52 34.50 260.5 49.69 34.65 8,988.00 7.52 34.50 260.5 49.69 34.65 8,989.00 7.52 34.50 260.6 49.69 34.65 8,990.00 7.52 34.50 260.6 49.69 34.65 I 8,991.00 7.52 34.50 260.6 49.69 34.65 8,992.00 7.52 34.50 260.6 49.69 34.65 8,993.00 7.52 34.50 260.6 49.69 34.65 8,994.00 7.52 34.51 260.7 49.70 34.65 8,995.00 7.52 34.51 260.7 49.70 34.65 8,996.00 7.52 34.51 260.7 49.70 34.65 8,997.00 7.52 34.51 260.7 49.70 34.65 I 8,998.00 7.52 34.51 260.7 49.70 34.65 8,999.00 7.53 34.51 260.8 49.70 34.65 9,000.00 7.53 34.51 260.8 49.70 34.65 I 9,001.00 7.53 34.51 260.8 49.70 34.65 9,002.00 7.53 34.52 260.8 49.70 34.65 9,003.00 7 53 34.52 260.8 49.71 34.65 9,004.00 7.53 34.52 260.9 49.71 34.65 I 9,005.00 7.53 34.52 260.9 49.71 34.65 9,006.00 7.53 34.52 260.9 49.71 34.65 9,007.00 7.53 34.52 260.9 49.71 34.65 9,008.00 7.53 34.52 260.9 49.71 34.65 I 9,009.00 7.53 34.52 261.0 49.71 34.65 9,010.00 7.53 34.52 261.0 49.71 34.65 9,011.00 7.53 34.53 261.0 49.71 34.65 I 9,012.00 7.53 34.53 261.0 49.72 34.65 9,013.00 7.53 34.53 261.0 49.72 34.65 9,014.00 7.53 34.53 261.1 49.72 34.65 9,015.00 7.53 34.53 261.1 49.72 34.65 I 9,016.00 7.54 34.53 261.1 .49.72 34.65 9,017.00 7.54 34.53 261.1 49.72 34.65 9,018.00 7.54 34.53 261.1 49.72 34.65 I 9,019.00 7.54 34.54 261.1 49.72 34.65 9,020.00 7.54 34.54 261.2 49.72 34.65 9,021.00 7.54 34.54 261.2 49.73 34.65 9,022.00 7.54 34.54 261.2 49.73 34.65 I. 9,023.00 7.54 34.54 261.2 49.73 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 27 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (Ws) Area Perimeter Width I (ft (ft) (ft) 7.54 34.54 261.2 49.73 34.65 9,025.00 7.54 34.54 261.3 49.73 34.65 9,026.00 7.54 34.54 261.3 49.73 34.65 I 9,027.00 7.54 34.55 261.3 49.73 34.65 9,028.00 7.54 34.55 261.3 49.73 34.65 9,029.00 7.54 34.55 261.3 49.73 34.65 I 9,030.00 7.54 34.55 261.4 49.74 34.65 9,031.00 7.54 34.55 261.4 49.74 34.65 9,032.00 7.54 34.55 261.4 49.74 34.65 9,033.00 7.54 34.55 261.4 49.74 34.65 I 9,034.00 7.55 34.55 261.4 49.74 34.65 9,035.00 7.55 34.56 261.5 49.74 34.65 9,036.00 7.55 34.56 261.5 49.74 34.65 9,037.00 • 7.55 34.56 261.5 49.74 34.65 9,038.00 7.55 34.56 261.5 49.75 34.65 9,039.00 7.55 34.56 261.5 49.75 34.65 9,040.00 7.55 34.56 261.6 49.75 34.65 1 9,041.00 7.55 34.56 261.6 49.75 34.65 9,042.00 7.55 34.56 261.6 49.75 34.65 9,043.00 7.55 34.56 261.6 49.75 34.65 I 9,044.00 7.55 34.57 261.6 49.75 34.65 9,045.00 7.55 34.57 261.7 49.75 34.65 9,046.00 7.55 34.57 261.7 49.75 34.65 9,047.00 7.55 34.57 261.7 49.76 34.65 I 9,048.00 7.55 34.57 261.7 49.76 34.65 9,049.00 7.55 34.57 261.7 49.76 34.65 9,050.00 7.55 34.57 261.8 49.76 34.65 I 9,051.00 7.56 34.57 261.8 49.76 34.65 9,052.00 7.56 34.58 261.8 49.76 34.65 9,053.00 7.56 34.58 261.8 49.76 34.65 9,054.00 7.56 34.58 261.8 49.76 34.65 I 9,055.00 7.56 34.58 261.9 49.76 34.65 9,056.00 7.56 34.58 261.9 49.77 34.65 9,057.00 7.56 34.58 261.9 49.77 34.65 I 9,058.00 7.56 34.58 261.9 49.77 34.65 9,059.00 7.56 34.58 261.9 49.77 34.65 9,060.00 7.56 34.59 262.0 49.77 34.65 9,061.00 7.56 34.59 262.0 49.77 34.65 I 9,062.00 7.56 34.59 262.0 49.77 34.65 9,063.00 7.56 34.59 262.0 49.77 34.65 9,064.00 7.56 34.59 262.0 49.77 34.65 I 9,065.00 7.56 34.59 262.1 49.78 34.65 9,066.00 7.56 34.59 262.1 49.78 34.65 9,067.00 7.56 34.59 262.1 49.78 34.65 9,068.00 7.56 34.60 262.1 49.78 34.65 I 9,069.00 7.57 34.60 262.1 49.78 34.65 9,070.00 7.57 34.60 262.2 49.78 34.65 9,071.00 7.57 34.60 262.2 49.78 34.65 I 9,072.00 7.57 34.60 262.2 49.78 34.65 9,073.00 7.57 34.60 262.2 49.79 34.65 9,074.00 7.57 34.60 262.2 49.79 34.65 9,075.00 7.57 34.60 262.3 49.79 34.65 9,076.00 7.57 34.60 262.3 49.79 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 28 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 9,077.00 7.57 34.61 262.3 49.79 34.65 9,078.00 7.57 34.61 262.3 49.79 34.65 I 9,079.00 7.57 34.61 262.3 49.79 34.65 9,080.00 7.57 34.61 262.4 49.79 34.65 9,081.00 7.57 34.61 262.4 49.79 34.65 9,082.00 7.57 34.61 262.4 49.80 34.65 I 9,083.00 7.57 34.61 262.4 49.80 34.65 9,084.00 7.57 34.61 262.4 49.80 34.65 9,085.00 7.57 34.62 262.5 49.80 34.65 9,086.00 7.57 34.62 262.5 49.80 34.65 I 9,087.00 7.58 34.62 262.5 49.80 34.65 9,088.00 7.58 34.62 262.5 49.80 34.65 9,089.00 7.58 34.62 262.5 49.80 34.65 I 9,090.00 7.58 34.62 262.6 49.80 34.65 9,091.00 7.58 34.62 262.6 49.81 34.65 9,092.00 7.58 34.62 262.6 49.81 34.65 9,093.00 7.58 34.63 262.6 49.81 34.65 1 9,094.00 7.58 34.63 262.6 49.81 34.65 9,095.00 7.58 34.63 262.7 49.81 34.65 9,096.00 7.58 34.63 262.7 49.81 34.65 I 9,097.00 7.58 34.63 262.7 49.81 34.65 9,098.00 7.58 34.63 262.7 49.81 34.65 9,099.00 7.58 34.63 262.7 49.81 34.65 9,100.00 7.58 34.63 262.7 49.82 34.65 I 9,101.00 7.58 34.64 262.8 49.82 34.65 9,102.00 7.58 34.64 262.8 49.82 34.65 9,103.00 7.58 34.64 262.8 49.82 34.65 I 9,104.00 7.59 34.64 262.8 49.82 34.65 9,105.00 7.59 34.64 262.8 49.82 34.65 9,106.00 7.59 34.64 262.9 49.82 34.65 9,107.00 7.59 34.64 262.9 49.82 34.65 I 9,108.00 7.59 34.64 262.9 49.82 34.65 9,109.00 7.59 34.64 262.9 49.83 34.65 9,110.00 7.59 34.65 262.9 49.83 34.65 I 9,111.00 9,112.00 7.59 34.65 263.0 263.0 49.83 34.65 7.59 34.65 49.83 34.65 9,113.00 7.59 34.65 263.0 49.83 34.65 9,114.00 7.59 34.65 263.0 49.83 34.65 I 9,115.00 7.59 34.65 263.0 49.83 34.65 9,116.00 7.59 34.65 263.1 49.83 34.65 9,117.00 7.59 34.65 263.1 49.84 34.65 I 9,118.00 7.59 34.66 263.1 49.84 34.65 9,119.00 7.59 34.66 263.1 49.84 34.65 9,120.00 7.59 34.66 263.1 49.84 34.65 9,121.00 7.59 34.66 263.2 49.84 34.65 I 9,122.00 7.60 34.66 263.2 49.84 34.65 9,123.00 7.60 34.66 263.2 49.84 34.65 9,124.00 7.60 34.66 263.2 49.84 34.65 I 9,125.00 7.60 34.66 263.2 49.84 34.65 9,126.00 7.60 34.67 263.3 49.85 34.65 I 9,127.00 7.60 34.67 263.3 49.85 34.65 9,128.00 7.60 34.67 263.3 49.85 34.65 9,129.00 7.60 34.67 263.3 49.85 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 29 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I 9,130.00 7.60 34.67 (ft=) (ft) (ft) 263.3 49.85 34.65 9,131.00 7.60' 34.67 263.4 49.85 34.65 9,132.00 7.60 34.67 263.4 49.85 34.65 I 9,133.00 7.60 34.67 263.4 49.85 34.65 9,134.00 7.60 34.67 263.4 49.85 34.65 9,135.00 7.60 34.68 263.4 49.86 34.65 I 9,136.00 7.60 34.68 263.5 49.86 34.65 9,137.00 7.60 34.68 263.5 49.86 34.65 9,138.00 7.60 34.68 263.5 49.86 34.65 I 9,139.00 7.61 34.68 263.5 49.86 34.65 9,140.00 7.61 34.68 263.5 49.86 34.65 9,141.00 7.61 34.68 263.6 49.86 34.65 9,142.00 7.61 34.68 263.6 49.86 34.65 I 9,143.00 7.61 34.69 263.6 49.86 34.65 9,144.00 7.61 34.69 263.6 49.87 34.65 9,145.00 7.61 34.69 263.6 49.87 34.65 9,146.00 7.61 34.69 263.7 49.87 34.65 I 9,147.00 7.61 34.69 263.7 49.87 34.65 9,148.00 7.61 34.69 263.7 49.87 34.65 9,149.00 7.61 34.69 263.7 49.87 34.65 I 9,150.00 7.61 34.69 263.7 49.87 34.65 9,151.00 7.61 34.70 263.8 49.87 34.65 9,152.00 7.61 34.70 263.8 49.88 34.65 9,153.00 7.61 34.70 263.8 49.88 34.65 I 9,154.00 7.61 34.70 263.8 49.88 34.65 9,155.00 7.61 34.70 263.8 49.88 34.65 9,156.00 7.61 34.70 263.9 49.88 34.65 I 9,157.00 7.62 34.70 263.9 49.88 34.65 9,158.00 7.62 34.70 263.9 49.88 34.65 9,159.00 7.62 34.70 263.9 49.88 34.65 9,160.00 7.62 34.71 263.9 49.88 34.65 • I 9,161.00 7.62 34.71 264.0 49.89 34.65 9,162.00 7.62 34.71 264.0 49.89 34.65 9,163.00 7.62 34.71 264.0 49.89 34.65 I 9,164.00 7.62 34.71 264.0 49.89 34.65 9,165.00 7.62 34.71 264.0 49.89 34.65 9,166.00 7.62 34.71 264.0 49.89 34.65 9,167.00 7.62 34.71 264.1 49.89 34.65 I 9,168.00 7.62 34.72 264.1 49.89 34.65 9,169.00 7.62 34.72 264.1 49.89 34.65 9,170.00 7.62 34.72 264.1 49.90 34.65 I 9,171.00 7.62 34.72 264.1 49.90 34.65 9,172.00 7.62 34.72 264.2 49.90 34.65 9,173.00 7.62 34.72 264.2 49.90 34.65 9,174.00. 7.63 34.72 264.2 49.90 34.65 I 9,175.00 7.63 34.72 264.2 49.90 34.65 9,176.00 7.63 34.73 264.2 49.90 34.65 9,177.00 7.63 34.73 264.3 49.90 34.65 I 9,178.00 7.63 34.73 264.3 49.90 34.65 9,179.00 7.63 34.73 264.3 49.91 34.65 9,180.00 7.63 34.73 264.3 49.91 34.65 9,181.00 7.63 34.73 264.3 49.91 34.65 I 9,182.00 7.63 34.73 264.4 49.91 34.65 Project Engineer: Boyle Engineering y: \... \bitlf\s20\jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 30 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 9,183.00 7.63 34.73 264.4 49.91 34.65 9,184.00 7.63 34.73 264.4 49.91 34.65 9,185.00 7.63 34.74 264.4 49.91 34.65 I 9,186.00 7.63 34.74 264.4 49.91 34.65 9,187.00 7.63 34.74 264.5 49.91 34.65 9,188.00 7.63 34.74 264.5 49.92 34.65 I 9,189.00 7.63 34.74 264.5 49.92 34.65 9,190.00 7.63 34.74 264.5 49.92 34.65 9,191.00 7.63 34.74 264.5 49.92 34.65 9,192.00 7.64 34.74 264.6 49.92 34.65 I 9,193.00 7.64 34.75 264.6 49.92 34.65 9,194.00 7.64 34.75 264.6 49.92 34.65 9,195.00 7.64 34.75 264.6 49.92 34.65 I 9,196.00 7.64 34.75 264.6 49.93 34.65 9,197.00 7.64 34.75 264.7 49.93 34.65 9,198.00 7.64 34.75 264.7 49.93 34.65 9,199.00 7.64 34.75 264.7 49.93 34.65 I 9,200.00 7.64 34.75 264.7 49.93 34.65 9,201.00 7.64 34.76 264.7 49.93 34.65 9,202.00 7.64 34.76 264.8 49.93 34.65 9,203.00 7.64 34.76 264.8 49.93 34.65 I 9,204.00 7.64 34.76 264.8 49.93 34.65 9,205.00 7.64 34.76 264.8 49.94 34.65 9,206.00 7.64 34.76 264.8 49.94 34.65 I 9,207.00 7.64 34.76 264.9 49.94 34.65 9,208.00 7.64 34.76 264.9 49.94 34.65 9,209.00 7.64 34.76 264.9 49.94 34.65 9,210.00 7.65 34.77 264.9 49.94 34.65 I 9,211.00 7.65 34.77 264.9 49.94 34.65 9,212.00 7.65 34.77 265.0 49.94 34.65 9,213.00 7.65 34.77 265.0 49.94 34.65 I 9,214.00 7.65 34.77 265.0 49.95 34.65 9,215.00 7.65 34.77 265.0 49.95 34.65 9,216.00 7.65 34.77 265.0 49.95 34.65 9,217.00 7.65 34.77 265.1 49.95 34.65 I 9,218.00 7.65 34.78 265.1 49.95 34.65 9,219.00 7.65 34.78 265.1 49.95 34.65 9,220.00 7.65 34.78 265.1 49.95 34.65 I 9,221.00 7.65 34.78 265.1 49.95 34.65 9,222.00 7.65 34.78 265.2 49.95 34.65 9,223.00 7.65 34.78 265.2 49.96 34.65 9,224.00 7.65 34.78 265.2 49.96 34.65 I 9,225.00 7.65 34.78 265.2 49.96 34.65 9,226.00 7.65 34.78 265.2 49.96 34.65 9,227.00 7.66 34.79 265.2 49.96 34.65 I 9,228.00 7.66 34.79 265.3 49.96 34.65 9,229.00 7.66 34.79 265.3 49.96 34.65 9,230.00 7.66 34.79 265.3 49.96 34.65 9,231.00 7.66 34.79 265.3 49.96 34.65 I 9,232.00 7.66 34.79 265.3 49.97 34.65 9,233.00 7.66 34.79 265.4 49.97 34.65 9,234.00 7.66 34.79 265.4 49.97 34.65 I 9,235.00 7.66 34.80 265.4 49.97 34.65 Project Engineer: Boyle Engineering y: \... \bilif\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] ' 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 31 of 69 I 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,236.00 7.66 34.80 265.4 49.97 34.65 9,237.00 7.66 34.80 265.4 49.97 34.65 9,238.00 7.66 34.80 265.5 49.97 34.65 I 9,239.00 7.66 34.80 265.5 49.97 34.65 9,240.00 7.66 34.80 265.5 49.97 34.65 9,241.00 _ 7.66 34.80 265.5 49.98 34.65 9,242.00 7.66 34.80 265.5 49.98 34.65 1 9,243.00 7.66 34.81 265.6 49.98 34.65 9,244.00 7.66 34.81 265.6 49.98 34.65 9,245.00 7.67 34.81 265.6 49.98 34.65 I 9,246.00 7.67 34.81 265.6 49.98 34.65 9,247.00 7.67 34.81 265.6 49.98 34.65 9,248.00 7.67 34.81 265.7 49.98 34.65 9,249.00 7.67 34.81 265.7 49.99 34.65 I 9,250.00 7.67 34.81 265.7 49.99 34.65 9,251.00 7.67 34.81 265.7 49.99 34.65 9,252.00 7.67 34.82 265.7 49.99 34.65 9,253.00 7.67 34.82 265.8 49.99 34.65 9,254.00 7.67 34.82 265.8 49.99 34.65 9,255.00 7.67 34.82 265.8 49.99 34.65 9,256.00 7.67 34.82 265.8 49.99 34.65 I 9,257.00 7.67 34.82 265.8 49.99 34.65 9,258.00 7.67 34.82 265.9 50.00 34.65 9,259.00 7.67 34.82 265.9 50.00 34.65 I 9,260.00 7.67 34.83 265.9 50.00 34.65 9,261.00 7.67 34.83 265.9 50.00 34.65 9,262.00 7.67 34.83 265.9 50.00 34.65 9,263.00 7.68 34.83 266.0 50.00 34.65 I 9,264.00 7.68 34.83 266.0 50.00 34.65 9,265.00 7.68 34.83 266.0 50.00 34.65 9,266.00 7.68 34.83 266.0 50.00 34.65 I 9,267.00 7.68 34.83 266.0 50.01 34.65 9,268.00 7.68 34.83 266.1 50.01 34.65 9,269.00 7.68 34.84 266.1 50.01 34.65 9,270.00 7.68 34.84 266.1 50.01 34.65 I 9,271.00 7.68 34.84 266.1 50.01 34.65 9,272.00 7.68 34.84 266.1 50.01 34.65 9,273.00 7.68 34.84 266.2 50.01 34.65 I 9,274.00 7.68 34.84 266.2 50.01 34.65 9,275.00 7.68 34.84 266.2 50.01 34.65 9,276.00 7.68 34.84 266.2 50.02 34.65 9,277.00 7.68 34.85 266.2 50.02 34.65 9,278.00 7.68 34.85 266.3 • 50.02 34.65 9,279.00 7.68 34.85 266.3 50.02 34.65 9,280.00 7.69 34.85 266.3 50.02 34.65 - ' 9,281.00 7.69 34.85 266.3 50.02 34.65 9,282.00 7.69 34.85 266.3 50.02 34.65 9,283.00 7.69 34.85 266.3 50.02 34.65 9,284.00 7.69 34.85 266.4 50.02 34.65 I 9,285.00 7.69 34.86 266.4 50.03 34.65 9,286.00 7.69 34.86 266.4 50.03 34.65 9,287.00 7.69 34.86 266.4 50.03 34.65 I 9,288.00 7.69 34.86 266.4 50.03 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20\jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 32 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Top (cfs) (ft) (ft/s) Area Perimeter Width a Pereter W (ft_) (ft) (ft) I 9,289.00 7.69 34.86 266.5 50.03 34.65 9,290.00 7.69 34.86 266.5 50.03 34.65 9,291.00 7.69 34.86 266.5 50.03 34.65 I 9,292.00 7.69 34.86 266.5 50.03 34.65 9,293.00 7.69 34.86 266.5 50.04 34.65 9,294.00 7.69 34.87 266.6 50.04 34.65 I 9,295.00 7.69 34.87 266.6 50.04 34.65 9,296.00 7.69 34.87 266.6 50.04 34.65 9,297.00 7.69 34.87 266.6 50.04 34.65 9,298.00 7.70 34.87 266.6 50.04 34.65 I 9,299.00 7.70 34.87 266.7 50.04 34.65 9,300.00 7.70 34.87 266.7 50.04 34.65 9,301.00 7.70 34.87 266.7 50.04 34.65 I 9,302.00 7.70 34.88 266.7 50.05 34.65 9,303.00 7.70 34.88 266.7 50.05 34.65 9,304.00 7.70 34.88 266.8 50.05 34.65 ' 9,305.00 7.70 34.88 266.8 50.05 34.65 1 9,306.00 7.70 34.88 266.8 50.05 34.65 9,307.00 7.70 34.88 266.8 50.05 34.65 9,308.00 7.70 34.88 266.8 50.05 34.65 9,309.00 7.70 34.88 266.9 50.05 34.65 I 9,310.00 7.70 34.88 266.9 50.05 34.65 9,311.00 7.70 34.89 266.9 50.06 34.65 9,312.00 7.70 34.89 266.9 50.06 34.65 I 9,313.00 7.70 34.89 266.9 50.06 34.65 9,314.00 7.70 34.89 267.0 50.06 34.65 9,315.00 7.70 34.89 267.0 50.06 34.65 9,316.00 7.71 34.89 267.0 50.06 34.65 I 9,317.00 7.71 34.89 267.0 50.06 34.65 9,318.00 7.71 34.89 267.0 50.06 34.65 9,319.00 7.71 34.90 267.1 50.06 34.65 I 9,320.00 7.71 34.90 267.1 50.07 34.65 9,321.00 7.71 34.90 267.1 50.07 34.65 9,322.00 7.71 34.90 267.1 50.07 34.65 9,323.00 7.71 34.90 267.1 50.07 34.65 I 9,324.00 7.71 34.90 267.2 50.07 34.65 9,325.00 7.71 34.90 267.2 50.07 34.65 9,326.00 7.71 34.90 267.2 50.07 34.65 I 9,327.00 7.71 34.90 267.2 50.07 34.65 9,328.00 7.71 34.91 267.2 50.07 34.65 9,329.00 7.71 34.91 267.3 50.08 34.65 9,330.00 7.71 34.91 267.3 50.08 34.65 I 9,331.00 7.71 34.91 267.3 50.08 34.65 9,332.00 7.71 34.91 267.3 50.08 34.65 9,333.00 7.72 34.91 267.3 50.08 34.65 I 9,334.00 7.72 34.91 267.4 50.08 34.65 9,335.00 7.72 34.91 267.4 50.08 34.65 9,336.00 7.72 34.92 267.4 50.08 34.65 9,337.00 7.72 34.92 267.4 50.08 34.65 I 9,338.00 7.72 34.92 267.4 50.09 34.65 9,339.00 7.72 34.92 267.4 50.09 34.65 9,340.00 7.72 34.92 267.5 50.09 34.65 U 9,341.00 7.72 34.92 267.5 50.09 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] ' 05/28/03 09:50 :00 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 33 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,342.00 7.72 34.92 267.5 50.09 34.65 9,343.00 7.72 34.92 267.5 50.09 34.65 9,344.00 7.72 34.92 267.5 50.09 34.65 I 9,345.00 7.72 34.93 267.6 50.09 34.65 9,346.00 7.72 34.93 267.6 50.10 34.65 9,347.00 7.72 34.93 267.6 50.10 34.65 I 9,348.00 7.72 34.93 267.6 50.10 34.65 9,349.00 7.72 34.93 267.6 50.10 34.65 9,350.00 7.72 34.93 267.7 50.10 34.65 9,351.00 7.73 34.93 267.7 50.10 34.65 I 9,352.00 7.73 34.93 267.7 50.10 34.65 9,353.00 7.73 34.94 267.7 50.10 34.65 9,354.00 7.73 34.94 267.7 50.10 34.65 II 9,355.00 7.73 34.94 267.8 50.11 34.65 9,356.00 7.73 34.94 267.8 50.11 34.65 9,357.00 7.73 34.94 267.8 50.11 34.65 9,358.00 7.73 34.94 267.8 50.11 34.65 9,359.00 7.73 34.94 267.8 50.11 34.65 9,360.00 7.73 34.94 267.9 50.11 34.65 9,361.00 7.73 34.94 267.9 50.11 34.65 9,362.00 7.73 34.95 267.9 50.11 34.65 I 9,363.00 7.73 34.95 267.9 50.11 34.65 9,364.00 7.73 34.95 267.9 50.12 34.65 9,365.00 7.73 34.95 268.0 50.12 34.65 I 9,366.00 7.73 34.95 268.0 50.12 34.65 9,367.00 7.73 34.95 268.0 50.12 34.65 9,368.00 7.73 34.95 268.0 50.12 34.65 9,369.00 7.74 34.95 268.0 50.12 34.65 I 9,370.00 7.74 34.96 268.1 50.12 34.65 9,371.00 7.74 34.96 268.1 50.12 34.65 9,372.00 7.74 34.96 268.1 50.12 34.65 I 9,373.00 7.74 34.96 268.1 50.13 34.65 9,374.00 7.74 34.96 268.1 50.13 34.65 9,375.00 7.74 34.96 268.2 50.13 34.65 9,376.00 7.74 34.96 268.2 50.13 34.65 I 9,377.00 7.74 34.96 268.2 50.13 34.65 9,378.00 7.74 34.96 268.2 50.13 34.65 9,379.00 7.74 34.97 268.2 50.13 34.65 9,380.00 7.74 34.97 268.3 50.13 34.65 9,381.00 7.74 34.97 268.3 50.13 34.65 9,382.00 7.74 34.97 268.3 50.14 34.65 9,383.00 7.74 34.97 268.3 50.14 34.65 I 9,384.00 7.74 34.97 268.3 50.14 34.65 9,385.00 7.74 34.97 268.3 50.14 34.65 9,386.00 7.75 34.97 268.4 50.14 34.65 I 9,387.00 7.75 34.98 268.4 50.14 34.65 9,388.00 7.75 34.98 268.4 50.14 34.65 9,389.00 7.75 34.98 268.4 50.14 34.65 9,390.00 7.75 34.98 268.4 50.14 34.65 I 9,391.00 7.75 34.98 268.5 50.15 34.65 9,392.00 7.75 34.98 268.5 50.15 34.65 9,393.00 7.75 34.98 268.5 50.15 34.65 I 9,394.00 7.75 34.98 268.5 50.15 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 34 of 69 I 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,395.00 7.75 34.98 268.5 50.15 34.65 9,396.00 7.75 34.99 268.6 50.15 34.65 9,397.00 7.75 34.99 268.6 50.15 34.65 I 9,398.00 7.75 34.99 268.6 50.15 34.65 9,399.00 7.75 34.99 268.6 50.15 34.65 9,400.00 7.75 34.99 268.6 50.16 34.65 I 9,401.00 7.75 34.99 268.7 50.16 34.65 9,402.00 7.75 34.99 268.7 50.16 34.65 9,403.00 7.75 34.99 268.7 50.16 34.65 9,404.00 7.76 35.00 268.7 50.16 34.65 I 9,405.00 7.76 35.00 268.7 50.16 34.65 9,406.00 7.76 35.00 268.8 50.16 34.65 9,407.00 7.76 35.00 268.8 50.16 34.65 I 9,408.00 7.76 35.00 268.8 50.17 34.65 9,409.00 7.76 35.00 268.8 50.17 34.65 9,410.00 7.76 35.00 268.8 50.17 34.65 9,411.00 7.76 35.00 268.9 50.17 34.65 9,412.00 7.76 35.00 268.9 50.17 34.65 9,413.00 7.76 35.01 268.9 50.17 34.65 9,414.00 7.76 35.01 268.9 50.17 34.65 9,415.00 7.76 35.01 268.9 50.17 34.65 I 9,416.00 7.76 35.01 269.0 50.17 34.65 9,417.00 7.76 35.01 269.0 50.18 34.65 9,418.00 7.76 35.01 269.0 50.18 34.65 I 9,419.00 7.76 35.01 269.0 50.18 34.65 9,420.00 7.76 35.01 269.0 50.18 34.65 9,421.00 7.76 35.02 269.1 50.18 34.65 9,422.00 7.77 35.02 269.1 50.18 34.65 I 9,423.00 7.77 35.02 269.1 50.18 34.65 9,424.00 7.77 35.02 269.1 50.18 34.65 9,425.00 7.77 35.02 269.1 50.18 34.65 I 9,426.00 7.77 35.02 269.2 50.19 34.65 9,427.00 7.77 35.02 269.2 50.19 34.65 9,428.00 7.77 35.02 269.2 50.19 34.65 9,429.00 7.77 35.02 269.2 50.19 34.65 I 9,430.00 7.77 35.03 269.2 50.19 34.65 9,431.00 7.77 35.03 269.2 50.19 34.65 9,432.00 7.77 35.03 269.3 50.19 34.65 I 9,433.00 7.77 35.03 269.3 50.19 34.65 9,434.00 7.77 35.03 269.3 50.19 34.65 9,435.00 7.77 35.03 269.3 50.20 34.65 9,436.00 7.77 35.03 269.3 50.20 34.65 I 9,437.00 7.77 35.03 269.4 50.20 34.65 9,438.00 7.77 35.04 269.4 50.20 34.65 9,439.00 7.78 35.04 269.4 50.20 34.65 I 9,440.00 7.78 35.04 269.4 50.20 34.65 9,441.00 7.78 35.04 269.4 50.20 34.65 9,442.00 7.78 35.04 269.5 50.20 34.65 9,443.00 7.78 35.04 269.5 50.20 34.65 9,444.00 7.78 35.04 269.5 50.21 34.65 9,445.00 7.78 35.04 269.5 50.21 34.65 9,446.00 7.78 35.04 269.5 50.21 34.65 I 9,447.00 7.78 35.05 269.6 50.21 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 35 of 69 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) 9,448.00 7.78 35.05 269.6 50.21 34.65 9,449.00 7.78 35.05 269.6 50.21 34.65 9,450.00 7.78 35.05 269.6 50.21 34.65 9,451.00 7.78 35.05 269.6 50.21 34.65 9,452.00 7.78 35.05 269.7 50.21 34.65 9,453.00 7.78 35.05 269.7 50.22 34.65 I 9,454.00 7.78 35.05 269.7 50.22 34.65 9,455.00 7.78 35.06 269.7 50.22 34.65 9,456.00 7.78 35.06 269.7 50.22 34.65 9,457.00 7.79 35.06 269.8 50.22 34.65 I 9,458.00 7.79 35.06 269.8 50.22 34.65 9,459.00 7.79 35.06 269.8 50.22 34.65 9,460.00 7.79 35.06 269.8 50.22 34.65 I 9,461.00 7.79 35.06 269.8 50.22 34.65 9,462.00 7.79 35.06 269.9 50.23 34.65 9,463.00 7.79 35.06 269.9 50.23 34.65 9,464.00 7.79 35.07 269.9 50.23 34.65 9,465.00 7.79 35.07 269.9 50.23 34.65 9,466.00 7.79 35.07 269.9 50.23 34.65 9,467.00 7.79 35.07 270.0 50.23 34.65 9,468.00 7.79 35.07 270.0 50.23 34.65 I 9,469.00 7.79 35.07 270.0 50.23 34.65 9,470.00 7.79 35.07 270.0 50.24 34.65 9,471.00 7.79 35.07 270.0 50.24 34.65 I 9,472.00 7.79 35.07 270.1 50.24 34.65 9,473.00 7.79 35.08 270.1 50.24 34.65 9,474.00 7.79 35.08 270.1 50.24 34.65 9,475.00 7.80 35.08 270.1 50.24 34.65 I 9,476.00 7.80 35.08 270.1 50.24 34.65 9,477.00 7.80 35.08 270.1 50.24 � 34.65 9,478.00 7.80 35.08 270.2 50.24 34.65 I 9,479.00 7.80 35.08 270.2 50.25 34.65 9,480.00 7.80 35.08 270.2 50.25 34.65 9,481.00 7.80 35.09 270.2 50.25 34.65 9,482.00 7.80 35.09 270.2 50.25 34.65 I 9,483.00 7.80 35.09 270.3 50.25 34.65 9,484.00 7.80 35.09 270.3 50.25 34.65 9,485.00 7.80 35.09 270.3 50.25 34.65 I 9,486.00 7.80 35.09 270.3 50.25 34.65 9,487.00 7.80 35.09 270.3 50.25 34.65 9,488.00 7.80 35.09 270.4 50.26 34.65 9,489.00 7.80 35.09 270.4 50.26 34.65 I 9,490.00 7.80 35.10 270.4 50.26 34.65 9,491.00 7.80 35.10 270.4 50.26 34.65 9,492.00 7.80 35.10 270.4 50.26 34.65 I 9,493.00 7.81 35.10 270.5 50.26 34.65 9,494.00 7.81 35.10 270.5 50.26 34.65 9,495.00 7.81 35.10 270.5 50.26 34.65 I 9,496.00 7.81 35.10 270.5 50.26 34.65 9,497.00 7.81 35.10 270.5 50.27 34.65 9,498.00 7.81 35.11 270.6 50.27 34.65 9,499.00 7.81 35.11 270.6 50.27 34.65 I 9,500.00 7.81 35.11 270.6 50.27 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 36 of 69 ill 1 Table Rating Table for Rectangular Channel -' Discharge Depth Velocity Flow Wetted Top P - -1 (cfs) (ft) (ft/s) Area Perimeter Width (ft2) (ft) (ft) I 9,501.00 7.81 35.11 270.6 50.27 34.65 9,502.00 7.81 35.11 270.6 50.27 34.65 9,503.00 7.81 35.11 270.7 50.27 34.65 I 9,504.00 7.81 35.11 270.7 50.27 34.65 9,505.00 7.81 35.11 270.7 50.27 34.65 9,506.00 7.81 35.11 270.7 50.28 34.65 I 9,507.00 7.81 35.12 270.7 50.28 34.65 9,508.00 7.81 35.12 270.8 50.28 34.65 9,509.00 7.81 35.12 270.8 50.28 34.65 9,510.00 7.82 35.12 270.8 50.28 34.65 I 9,511.00 7.82 35.12 270.8 50.28 34.65 9,512.00 7.82 35.12 270.8 50.28 34.65 9,513.00 7.82 35.12 270.9 50.28 34.65 I 9,514.00 7.82 35.12 270.9 50.28 34.65 9,515.00 7.82 35.13 270.9 50.29 34.65 9,516.00 7.82 35.13 270.9 50.29 34.65 9,517.00 7.82 35.13 270.9 50.29 34.65 1 9,518.00 7.82 35.13 270.9 50.29 34.65 9,519.00 7.82 35.13 271.0 50.29 34.65 9,520.00 7.82 35.13 271.0 50.29 34.65 I 9,521.00 7.82 35.13 271.0 50.29 34.65 9,522.00 7.82 35.13 271.0 50.29 34.65 9,523.00 7.82 35.13 271.0 50.29 34.65 9,524.00 7.82 35.14 271.1 50.30 34.65 I 9,525.00 7.82 35.14 271.1 50.30 34.65 9,526.00 7.82 35.14 271.1 50.30 34.65 9,527.00 7.82 35.14 271.1 50.30 34.65 I 9,528.00 7.83 35.14 271.1 50.30 34.65 9,529.00 7.83 35.14 271.2 50.30 34.65 9,530.00 7.83 35.14 271.2 50.30 34.65 9,531.00 7.83 35.14 271.2 50.30 34.65 I 9,532.00 7.83 35.14 271.2 50.30 34.65 9,533.00 7.83 35.15 271.2 50.31 34.65 1 9,534.00 7.83 35.15 271.3 50.31 34.65 I 9,535.00 7.83 35.15 271.3 50.31 34.65 9,536.00 7.83 35.15 271.3 50.31 34.65 9,537.00 7.83 35.15 271.3 50.31 34.65 9,538.00 7.83 35.15 271.3 50.31 34.65 I 9,539.00 7.83 35.15 271.4 50.31 34.65 9,540.00 7.83 35.15 271.4 50.31 34.65 9,541.00 7.83 35.16 271.4 50.32 34.65 9,542.00 7.83 35.16 271.4 50.32 34.65 1 I 9,543.00 7.83 35.16 271.4 50.32 34.65 9,544.00 7.83 35.16 271.5 50.32 34.65 9,545.00 7.83 35.16 271.5 50.32 34.65 I 9,546.00 7.84 35.16 271.5 50.32 34.65 9,547.00 7.84 35.16 271.5 50.32 34.65 9,548.00 7.84 35.16 271.5 50.32 34.65 9,549.00 7.84 35.16 271.6 50.32 34.65 , I 9,550.00 7.84 35.17 271.6 50.33 34.65 9,551.00 7.84 35.17 271.6 50.33 34.65 J 9,552.00 7.84 35.17 271.6 50.33 34.65 I 9,553.00 7.84 35.17 271.6 50.33 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 (614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 37 of 69 Ill 1 Table Rating Table for Rectangular Channel -, Discharge Depth Velocity Flow Wetted Top 1 (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,554.00 7.84 35.17 271.6 50.33 34.65 9,555.00 7.84 35.17 271.7 50.33 34.65 9,556.00 7.84 35.17 271.7 50.33 34.65 I 9,557.00 7.84 35.17 271.7 50.33 34.65 9,558.00 7.84 35.17 271.7 50.33 34.65 9,559.00 7.84 35.18 271.7 50.34 34.65 I 9,560.00 7.84 35.18 271.8 50.34 34.65 9,561.00 7.84 35.18 271.8 50.34 34.65 9,562.00 7.84 35.18 271.8 50.34 34.65 9,563.00 7.84 35.18 271.8 50.34 34.65 I 9,564.00 7.85 35.18 271.8 50.34 34.65 9,565.00 7.85 35.18 271.9 50.34 34.65 9,566.00 7.85 35.18 271.9 50.34 34.65 I 9,567.00 7.85 35.19 271.9 50.34 34.65 9,568.00 7.85 35.19 271.9 50.35 34.65 9,569.00' 7.85 35.19 271.9 50.35 34.65 9,570.00 7.85 35.19 272.0 50.35 34.65 9,571.00 7.85 35.19 272.0 50.35 34.65 9,572.00 7.85 35.19 272.0 50.35 34.65 9,573.00 7.85 35.19 272.0 50.35 34.65 I 9,574.00 7.85 35.19 272.0 50.35 34.65 9,575.00 7.85 35.19 272.1 50.35 34.65 9,576.00 7.85 35.20 272.1 50.35 34.65 9,577.00 7.85 35.20 272.1 50.36 34.65 I 9,578.00 7.85 35.20 272.1 50.36 34.65 9,579.00 7.85 35.20 272.1 50.36 34.65 9,580.00 7.85 35.20 272.2 50.36 34.65 9,581.00 7.86 35.20 272.2 50.36 34.65 I 9,582.00 7.86 35.20 272.2 50.36 34.65 9,583.00 7.86 35.20 272.2 50.36 34.65 9,584.00 7.86 35.20 272.2 50.36 34.65 9,585.00 7.86 35.21 272.3 50.36 34.65 9,586.00 7.86 35.21 272.3 50.37 34.65 9,587.00 7.86 35.21 272.3 50.37 34.65 9,588.00 7.86 35.21 272.3 50.37 34.65 I 9,589.00 7.86 35.21 272.3 50.37 34.65 9,590.00 7.86 35.21 272.4 50.37 34.65 9,591.00 7.86 35.21 272.4 50.37 34.65 I 9,592.00 7.86 35.21 272.4 50.37 34.65 9,593.00 7.86 35.22 272.4 50.37 34.65 9,594.00 7.86 35.22 272.4 50.37 34.65 9,595.00 7.86 35.22 272.4 50.38 34.65 I 9,596.00 7.86 35.22 272.5 50.38 34.65 9,597.00 7.86 35.22 272.5 50.38 34.65 9,598.00 7.86 35.22 272.5 50.38 34.65 I 9,599.00 7.87 35.22 272.5 50.38 34.65 9,600.00 7.87 35.22 272.5 50.38 34.65 9,601.00 7.87 35.22 272.6 50.38 34.65 9,602.00 7.87 35.23 272.6 50.38 34.65 I 9,603.00 7.87 35.23 272.6 50.38 34.65 9,604.00 7.87 35.23 272.6 50.39 34.65 9,605.00 7.87 35.23 272.6 50.39 34.65 I 9,606.00 7.87 35.23 272.7 50.39 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 38 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top , (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,607.00 7.87 35.23 272.7 50.39 34.65 9,608.00 7.87 35.23 272.7 50.39 34.65 9,609.00 7.87 35.23 272.7 50.39 34.65 I 9,610.00 7.87 35.23 272.7 50.39 34.65 9,611.00 7.87 35.24 272.8 50.39 34.65 9,612.00 7.87 35.24 272.8 50.39 34.65 I 9,613.00 7.87 35.24 272.8 50.40 34.65 9,614.00 7.87 35.24 272.8 50.40 34.65 9,615.00 7.87 35.24 272.8 50.40 34.65 9,616.00 7.87 35.24 272.9 50.40 34.65 III 9,617.00 7.88 35.24 272.9 50.40 34.65 9,618.00 7.88 35.24 272.9 50.40 34.65 9,619.00 7.88 35.25 272.9 50.40 34.65 9,620.00 7.88 35.25 272.9 50.40 34.65 9,621.00 7.88 35.25 273.0 50.40 34.65 _� 9,622.00 7.88 35.25 273.0 50.41 34.65 9,623.00 7.88 35.25 273.0 50.41 34.65 1 9,624.00 7.88 35.25 273.0 50.41 34.65 9,625.00 7.88 35.25 273.0 50.41 34.65 9,626.00 7.88 35.25 273.1 50.41 34.65 1 9,627.00 7.88 35.25 273.1 50.41 34.65 9,628.00 7.88 35.26 273.1 50.41 34.65 9,629.00 7.88 35.26 273.1 50.41 34.65 9,630.00 7.88 35.26 273.1 50.42 34.65 I 9,631.00 7.88 35.26 273.1 50.42 34.65 9,632.00 7.88 35.26 273.2 50.42 34.65 1 9,633.00 7.88 35.26 273.2 50.42 34.65 I 9,634.00 7.88 35.26 273.2 50.42 34.65 9,635.00 7.89 35.26 273.2 50.42 34.65 9,636.00 7.89 35.26 273.2 50.42 34.65 . 9,637.00 7.89 35.27 273.3 50.42 34.65 I 9,638.00 7.89 35.27 273.3 50.42 34.65 9,639.00 7.89 35.27 273.3 50.43 34.65 9,640.00 7.89 35.27 273.3 50.43 34.65 9,641.00 7.89 35.27 273.3 50.43 34.65 I 9,642.00 7.89 35.27 273.4 50.43 34.65 9,643.00 7.89 35.27 273.4 50.43 34.65 9,644.00 7.89 35.27 273.4 50.43 34.65 I 9,645.00 7.89 35.28 273.4 50.43 34.65 9,646.00 7.89 35.28 273.4 50.43 34.65 9,647.00 7.89 35.28 273.5 50.43 34.65 9,648.00 7.89 35.28 273.5 50.44 34.65 I 9,649.00 7.89 35.28 273.5 50.44 34.65 9,650.00 7.89 35.28 273.5 50.44 34.65 9,651.00 7.89 35.28 273.5 50.44 34.65 I 9,652.00 7.89 35.28 273.6 50.44 34.65 9,653.00 7.90 35.28 273.6 50.44 34.65 9,654.00 7.90 35.29 273.6 50.44 34.65 I 9,655.00 7.90 35.29 273.6 50.44 34.65 9,656.00 7.90 35.29 273.6 50.44 34.65 9,657.00 7.90 35.29 273.7 50.45 34.65 9,658.00 7.90 35.29 273.7 50.45 34.65 1 ' 9,659.00 7.90 35.29 273.7 50.45 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 39 of 69 1 Table Rating Table for Rectangular Channel -, Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,660.00 7.90 35.29 273.7 50.45 34.65 9,661.00 7.90 35.29 273.7 50.45 34.65 9,662.00 7.90 35.29 273.8 50.45 34.65 I 9,663.00 7.90 35.30 273.8 50.45 34.65 9,664.00 7.90 35.30 273.8 50.45 34.65 9,665.00 7.90 35.30 273.8 50.45 34.65 I 9,666.00 7.90 35.30 273.8 50.46 34.65 9,667.00 7.90 35.30 273.8 50.46 34.65 9,668.00 7.90 35.30 273.9 50.46 34.65 9,669.00 7.90 35.30 273.9 50.46 34.65 I 9,670.00 7.90 35.30 273.9 50.46 34.65 9,671.00 7.91 35.31 273.9 50.46 34.65 9,672.00 7.91 35.31 273.9 50.46 34.65 I 9,673.00 7.91 35.31 274.0 50.46 34.65 9,674.00 7.91 35.31 274.0 50.46 34.65 9,675.00 7.91 35.31 274.0 50.47 34.65 ":1 9,676.00 7.91 35.31 274.0 50:47 34.65 1 9,677.00 7.91 35.31 274.0 50.47 34.65 9,678.00 7.91 35.31 274.1 50.47 34.65 9,679.00 7.91 35.31 274.1 50.47 34.65 I 9,680.00 7.91 35.32 274.1 50.47 34.65 9,681.00 7.91 35.32 274.1 50.47 34.65 9,682.00 7.91 35.32 274.1 50.47 34.65 9,683.00 7.91 35.32 274.2 50.47 34.65 I 9,684.00 7.91 35.32 274.2 50.48 34.65 9,685.00 7.91 35.32 274.2 50.48 34.65 9,686.00 7.91 35.32 274.2 '50.48 34.65 9,687.00 7.91 35.32 274.2 50.48 34.65 I 9,688.00 7.92 35.32 274.3 50.48 34.65 9,689.00 7.92 35.33 274.3 50.48 34.65 9,690.00 7.92 35.33 274.3 50.48 34.65 9,691.00 7.92 35.33 274.3 50.48 34.65 9,692.00 7.92 35.33 274.3 50.48 34.65 9,693.00 7.92 35.33 274.4 50.49 34.65 9,694.00 7.92 35.33 274.4 50.49 34.65 I 9,695.00 7.92 35.33 274.4 50.49 34.65 9,696.00 7.92 35.33 274.4 50.49 34.65 9,697.00 7.92 35.33 274.4 50.49 34.65 I 9,698.00 7.92 35.34 274.5 50.49 34.65 9,699.00 7.92 35.34 274.5 50.49 34.65 9,700.00 7.92 35.34 274.5 50.49 34.65 9,701.00 7.92 35.34 274.5 50.49 34.65 I 9,702.00 7.92 35.34 274.5 50.50 34.65 9,703.00 7.92 35.34 274.5 50.50 34.65 9,704.00 7.92 35.34 274.6 50.50 34.65 I 9,705.00 7.92 35.34 274.6 50.50 34.65 9,706.00 7.93 35.35 274.6 50.50 34.65 9,707.00 7.93 35.35 274.6 50.50 34.65 9,708.00 7.93 35.35 274.6 50.50 34.65 I 9,709.00 7.93 35.35 274.7 50.50 34.65 9,710.00 7.93 35.35 274.7 50.50 34.65 '' 9,711.00 7.93 35.35 274.7 50.51. 34.65 I 9,712.00 7.93 35.35 274.7 50.51 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM CO Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 40 of 69 1 Table Rating Table for Rectangular Channel -' Discharge Depth Velocity Flow Wetted Top I (cfs) (ft) (ftls) Area Perimeter Width I (ft (ft) (ft) 9,713.00 7.93 35.35 274.7 50.51 34.65 9,714.00 7.93 35.35 274.8 50.51 34.65 9,715.00 7.93 35.36 274.8 50.51 34.65 I 9,716.00 7.93 35.36 274.8 50.51 34.65 9,717.00 7.93 35.36 274.8 50.51 34.65 9,718.00 7.93 35.36 274.8 50.51 34.65 I 9,719.00 7.93 35.36 274.9 50.51 34.65 9,720.00 7.93 35.36 274.9 50.52 34.65 9,721.00 7.93 35.36 274.9 50.52 34.65 1 9,722.00 7.93 35.36 274.9 50.52 34.65 9,723.00 7.93 35.36 274.9 50.52 34.65 9,724.00 7.94 35.37 275.0 50.52 34.65 9,725.00 7.94 35.37 275.0 50.52 34.65 I 9,726.00 7.94 35.37 275.0 50.52 34.65 9,727.00 7.94 35.37 275.0 50.52 34.65 ii 9,728.00 7.94 35.37 275.0 50.52 34.65 9,729.00 7.94 ' 35.37 275.1 50.53 34.65 1 9,730.00 7.94 35.37 275.1 50.53 34.65 9,731.00 7.94 35.37 275.1 50.53 34.65 9,732.00 7.94 35.37 275.1 50.53 34.65 I 9,733.00 7.94 35.38 275.1 50.53 34.65 9,734.00 7.94 35.38 275.1 50.53 34.65 9,735.00 7.94 35.38 275.2 50.53 34.65 9,736.00 7.94 35.38 275.2 50.53 34.65 I 9,737.00 7.94 35.38 275.2 50.54 34.65 9,738.00 7.94 35.38 275.2 50.54 34.65 9,739.00 7.94 35.38 275.2 50.54 34.65 I 9,740.00 7.94 35.38 275.3 50.54 34.65 9,741.00 7.94 35.39 275.3 50.54 34.65 9,742.00 7.95 35.39 275.3 50.54 34.65 9,743.00 7.95 35.39 275.3 50.54 34.65 9,744.00 7.95 35.39 275.3 50.54 34.65 1 9,745.00 7.95 35.39 275.4 50.54 34.65 9,746.00 7.95 35.39 275.4 50.55 34.65 I 9,747.00 7.95 35.39 275.4 50.55 34.65 9,748.00 7.95 35.39 275.4 50.55 34.65 9,749.00 7.95 35.39 275.4 50.55 34.65 9,750.00 7.95 35.40 275.5 50.55 34.65 I 9,751.00 7.95 35.40 275.5 50.55 34.65 9,752.00 7.95 35.40 275.5 50.55 34.65 9,753.00 7.95 35.40 275.5 50.55 34.65 I 9,754.00 7.95 35.40 275.5 50.55 34.65 9,755.00 7.95 35.40 275.6 50.56 34.65 9,756.00 7.95 35.40 275.6 50.56 34.65 9,757.00 7.95 35.40 275.6 50.56 34.65 I 9,758.00 7.95 35.40 275.6 50.56 34.65 9,759.00 7.95 35.41 275.6 50.56 34.65 9,760.00 7.96 35.41 275.7 50.56 34.65 9,761.00 7.96 35.41 275.7 50.56 34.65 9,762.00 7.96 35.41 275.7 50.56 34.65 9,763.00 7.96 35.41 275.7 50.56 34.65 9,764.00 7.96 35.41 275.7 50.57 34.65 I 9,765.00 7.96 35.41 275.8 50.57 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 (614n] I 05/28/03 09:50:00 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 41 of 69 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top __I (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 9,766.00 7.96 35.41 275.8 50.57 34.65 9,767.00 7.96 35.41 275.8 50.57 34.65 9,768.00 7.96 35.42 275.8 50.57 34.65 I 9,769.00 7.96 35.42 275.8 50.57 34.65 9,770.00 7.96 35.42 275.8 50.57 34.65 9,771.00 7.96 35.42 275.9 50.57 34.65 I 9,772.00 7.96 35.42 275.9 50.57 34.65 9,773.00 7.96 35.42 275.9 50.58 34.65 9,774.00 7.96 35.42 275.9 50.58 34.65 I 9,775.00 7.96 35.42 275.9 50.58 34.65 9,776.00 7.96 35.42 276.0 50.58 34.65 9,777.00 7.96 35.43 276.0 50.58 34.65 9,778.00 7.97 35.43 276.0 50.58 34.65 I 9,779.00 7.97 35.43 276.0 50.58 34.65 9,780.00 7.97 35.43 276.0 50.58 34.65 11 9,781.00 7.97 35.43 276.1 50.58 34.65 9,782.00 7.97 35.43 276.1 50.59 34.65 9,783.00 7.97 35.43 276.1 50.59 34.65 9,784.00 7.97 35.43 276.1 50.59 34.65 9,785.00 7.97 35.44 276.1 50.59 34.65 I 9,786.00 7.97 35.44 276.2 50.59 34.65 9,787.00 7.97 35.44 276.2 50.59 34.65 9,788.00 7.97 35.44 276.2 50.59 34.65 9,789.00 7.97 35.44 276.2 50.59 34.65 9,790.00 7.97 35.44 276.2 50.59 34.65 9,791.00 7.97 35.44 276.3 50.60 34.65 9,792.00 7.97 35.44 276.3 50.60 34.65 I 9,793.00 7.97 35.44 276.3 50.60 34.65 9,794.00 7.97 35.45 276.3 50.60 34.65 9,795.00 7.97 35.45 276.3 50.60 34.65 9,796.00 7.98 35.45 276.4 50.60 34.65 I 9,797.00 7.98 35.45 276.4 50.60 34.65 9,798.00 7.98 35.45 276.4 50.60 34.65 9,799.00 7.98 35.45 276.4 50.60 34.65 I 9,800.00 7.98 35.45 276.4 50.61 34.65 9,801.00 7.98 35.45 276.4 50.61 34.65 9,802.00 7.98 35.45 276.5 50.61 34.65 9,803.00 7.98 35.46 276.5 50.61 34.65 I 9,804.00 7.98 35.46 276.5 50.61 34.65 9,805.00 7.98 35.46 276.5 50.61 34.65 9,806.00 7.98 35.46 276.5 50.61 34.65 I 9,807.00 7.98 35.46 276.6 50.61 34.65 9,808.00 7.98 35.46 276.6 50.61 34.65 9,809.00 7.98 35.46 276.6 50.62 34.65 9,810.00 7.98 35.46 276.6 50.62 34.65 ' 9,811.00 7.98 35.46 276.6 50.62 34.65 9,812.00 7.98 35.47 276.7 50.62 34.65 9,813.00 7.99 35.47 276.7 50.62 34.65 I 9,814.00 7.99 35.47 276.7 50.62 34.65 9,815.00 7.99 35.47 276.7 50.62 34.65 9,816.00 7.99 35.47 276.7 50.62 34.65 9,817.00 7.99 35.47 276.8 50.62 34.65 - I 9,818.00 7.99 35.47 276.8 50.63 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n1 I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 42 of 69 tom 1 Table Rating Table for Rectangular Channel - I Discharge Depth Velocity Flow Wetted Top - , (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 9,819.00 7.99 35.47 276.8 50.63 34.65 9,820.00 7.99 35.47 276.8 50.63 34.65 9,821.00 7.99 35.48 276.8 50.63 34.65 I 9,822.00 7.99 35.48 276.9 50.63 34.65 9,823.00 7.99 35.48 276.9 50.63 34.65 9,824.00 7.99 35.48 276.9 50.63 34.65 I 9,825.00 7.99 35.48 276.9 50.63 34.65 9,826.00 7.99 35.48 276.9 50.63 34.65 9,827.00 7.99 35.48 277.0 50.64 34.65 9,828.00 7.99 35.48 277.0 50.64 34.65 9,829.00 7.99 35.48 277.0 50.64 34.65 9,830.00 7.99 35.49 277.0 50.64 34.65 9,831.00 8.00 35.49 277.0 50.64 34.65 I 9,832.00 8.00 35.49 277.0 50.64 34.65 9,833.00 8.00 35.49 277.1 50.64 34.65 9,834.00 8.00 35.49 277.1 50.64 34.65 9,835.00 8.00 35.49 277.1 50.64 34.65 1 9,836.00 8.00 35.49 277.1 50.65 34.65 9,837.00 8.00 35.49 277.1 50.65 34.65 9,838.00 8.00 35.50 277.2 50.65 34.65 I 9,839.00 8.00 35.50 277.2 50.65 34.65 9,840.00 8.00 35.50 277.2 50.65 34.65 9,841.00 8.00 35.50 277.2 50.65 34.65 9,842.00 8.00 35.50 277.2 50.65 34.65 I 9,843.00 8.00 35.50 277.3 50.65 34.65 9,844.00 8.00 35.50 277.3 50.65 34.65 9,845.00 8.00 35.50 277.3 50.66 34.65 I 9,846.00 8.00 35.50 277.3 50.66 34.65 9,847.00 8.00 35.51 277.3 50.66 34.65 9,848.00 8.00 35.51 277.4 50.66 34.65 9,849.00 8.01 35.51 277.4 50.66 34.65 9,850.00 8.01 35.51 277.4 50.66 34.65 9,851.00 8.01 35.51 277.4 50.66 34.65 9,852.00 8.01 35.51 277.4 50.66 34.65 I 9,853.00 8.01 35.51 277.5 50.66 34.65 9,854.00 8.01 35.51 277.5 50.67 34.65 9,855.00 8.01 35.51 277.5 50.67 34.65 9,856.00 8.01 35.52 277.5 50.67 34.65 I 9,857.00 8.01 35.52 277.5 50.67 34.65 9,858.00 8.01 35.52 277.6 50.67 34.65 9,859.00 8.01 35.52 277.6 50.67 34.65 9,860.00 8.01 35.52 277.6 50.67 34.65 I 9,861.00 8.01 35.52 277.6 50.67 34.65 9,862.00 8.01 35.52 277.6 50.67 34.65 9,863.00 8.01 35.52 277.6 50.68 34.65 I 9,864.00 8.01 35.52 277.7 50.68 34.65 9,865.00 8.01 35.53 277.7 50.68 34.65 9,866.00 8.01 35.53 277.7 50.68 34.65 I 9,867.00 8.02 35.53 277.7 50.68 34.65 9,868.00 8.02 35.53 277.7 50.68 34.65 9,869.00 8.02 35.53 277.8 50.68 34.65 9,870.00 8.02 35.53 277.8 50.68 34.65 I 9,871.00 8.02 35.53 277.8 50.68 34.65 Project Engineer. Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 43 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 9,872.00 8.02 35.53 277.8 50.69 34.65 9,873.00 8.02 35.53 277.8 50.69 34.65 9,874.00 8.02 35.54 277.9 50.69 34.65 r I 9,875.00 8.02 35.54 277.9 50.69 34.65 9,876.00 8.02 35.54 277.9 50.69 34.65 9,877.00 8.02 35.54 277.9 50.69 34.65 I 9,878.00 8.02 35.54 277.9 50.69 34.65 9,879.00 8.02 35.54 278.0 50.69 34.65 9,880.00 8.02 35.54 278.0 50.69 34.65 • 9,881.00 8.02 35.54 278.0 50.70 34.65 I 9,882.00 8.02 35.54 278.0 50.70 34.65 9,883.00 8.02 35.55 278.0 50.70 34.65 9,884.00 8.02 35.55 278.1 50.70 34.65 I 9,885.00 8.03 35.55 278.1 50.70 34.65 9,886.00 8.03 35.55 278.1 50.70 34.65 9,887.00 8.03 35.55 278.1 50.70 34.65 9,888.00 8.03 35.55 278.1 50.70 34.65 I 9,889.00 8.03 35.55 278.2 50.70 34.65 9,890.00 8.03 35.55 278.2 50.71 34.65 9,891.00 8.03 35.55 278.2 50.71 34.65 I 9,892.00 8.03 35.56 278.2 50.71 34.65 9,893.00 8.03 35.56 278.2 50.71 34.65 9,894.00 8.03 35.56 278.2 50.71 34.65 9,895.00 8.03 35.56 278.3 50.71 34.65 I 9,896.00 8.03 35.56 278.3 50.71 34.65 9,897.00 8.03 35.56 278.3 50.71 34.65 9,898.00 8.03 35.56 278.3 50.71 34.65 I 9,899.00 8.03 35.56 278.3 50.72 34.65 9,900.00 8.03 35.57 278.4 50.72 34.65 9,901.00 8.03 35.57 278.4 50.72 34.65 9,902.00 8.03 35.57 278.4 50.72 34.65 1 11 9,903.00 8.04 35.57 278.4 50.72 34.65 9,904.00 8.04 35.57 278.4 50.72 34.65 9,905.00 8.04 35.57 278.5 50.72 34.65 1 9,906.00 8.04 35.57 278.5 50.72 34.65 9,907.00 8.04 35.57 278.5 50.72 34.65 9,908.00 8.04 35.57 278.5 50.73 34.65 9,909.00 8.04 35.58 278.5 50.73 34.65 I 9,910.00 8.04 35.58 278.6 50.73 34.65 9,911.00 8.04 35.58 278.6 50.73 34.65 9,912.00 8.04 35.58 278.6 50.73 34.65 I 9,913.00 8.04 35.58 278.6 50.73 34.65 9,914.00 8.04 35.58 278.6 50.73 34.65 9,915.00 8.04 35.58 278.7 50.73 34.65 9,916.00 8.04 35.58 278.7 50.73 34.65 I 9,917.00 8.04 35.58 278.7 50.74 34.65 9,918.00 8.04 35.59 278.7 50.74 34.65 9,919.00 8.04 35.59 278.7 50.74 34.65 I 9,920.00 8.04 35.59 278.7 50.74 34.65 9,921.00 8.05 35.59 278.8 50.74 34.65 :1 9,922.00 8.05 35.59 278.8 50.74 34.65 9,923.00 8.05 35.59 278.8 50.74 34.65 I 9,924.00 8.05 35.59 278.8 50.74 34.65 Project Engineer. Boyle Engineering y: \...\biilf\s20 \jurupa- basin \84 outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 44 of 69 Table Rating Table for Rectangular Channel 1 Discharge Depth Velocity Flow Wetted Top - - -1 (cfs) (ft) (ft/s) Area Perimeter Width A , (ft (ft) (ft) 9,925.00 8.05 35.59 278.8 50.75 34.65 9,926.00 8.05 35.59 278.9 50.75 34.65 9,927.00 8.05 35.60 278.9 50.75 34.65 I 9,928.00 8.05 35.60 278.9 50.75 34.65 9,929.00 8.05 35.60 278.9 50.75 34.65 9,930.00 8.05 35.60 278.9 50.75 34.65 9,931.00 8.05 35.60 279.0 50.75 34.65 9,932.00 8.05 35.60 279.0 50.75 34.65 9,933.00 8.05 35.60 279.0 50.75 34.65 9,934.00 8.05 35.60 279.0 50.76 34.65 9,935.00 8.05 35.60 279.0 50.76 34.65 9,936.00 8.05 35.61 279.1 50.76 34.65 9,937.00 8.05 35.61 279.1 50.76 34.65 I 9,938.00 8.05 35.61 279.1 50.76 34.65 9,939.00 8.06 35.61 279.1 50.76 34.65 -1 9,940.00 8.06 35.61 279.1 50.76 34.65 I 9,941.00 8.06 35.61 279.2 50.76 34.65 9,942.00 8.06 35.61 279.2 50.76 34.65 9,943.00 8.06 35.61 279.2 50.77 34.65 9,944.00 8.06 35.61 279.2 50.77 34.65 I 9,945.00 8.06 35.62 279.2 50.77 34.65 9,946.00 8.06 35.62 279.3 50.77 34.65 9,947.00 8.06 35.62 279.3 50.77 34.65 9,948.00 8.06 35.62 279.3 50.77 34.65 9,949.00 8.06 35.62 279.3 50.77 34.65 9,950.00 8.06 35.62 279.3 50.77 34.65 9,951.00 8.06 35.62 279.3 50.77 34.65 9,952.00 8.06 35.62 279.4 50.78 34.65 9,953.00 8.06 35.62 279.4 50.78 34.65 9,954.00 8.06 35.63 279.4 50.78 34.65 9,955.00 8.06 35.63 279.4 50.78 34.65 I 9,956.00 8.06 35.63 279.4 50.78 34.65 9,957.00 8.07 35.63 279.5 50.78 34.65 9,958.00 8.07 35.63 279.5 50.78 34.65 I 9,959.00 35.63 279.5 50.78 34.65 9,960.00 8.07 35.63 279.5 50.78 34.65 9,961.00 8.07 35.63 279.5 50.79 34.65 9,962.00 8.07 35.63 279.6 50.79 34.65 9,963.00 8.07 35.64 279.6 50.79 34.65 9,964.00 8.07 35.64 279.6 50.79 34.65 9,965.00 8.07 35.64 279.6 50.79 34.65 I 9,966.00 8.07 35.64 279.6 50.79 34.65 9,967.00 8.07 35.64 279.7 50.79 34.65 9,968.00 8.07 35.64 279.7 50.79 34.65 9,969.00 8.07 35.64 279.7 50.79 34.65 I 9,970.00 8.07 35.64 279.7 50.80 34.65 9,971.00 8.07 35.64 279.7 50.80 34.65 9,972.00 8.07 35.65 279.8 50.80 34.65 I 9,973.00 8.07 35.65 279.8 50.80 34.65 9,974.00 8.07 35.65 279.8 50.80 34.65 9,975.00 8.0.8 35.65 279.8 50.80 34.65 9,976.00 8.08 35.65 279.8 50.80 34.65 II . 9,977.00 8.08 35.65 279.8 50.80 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 (614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 45 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top A (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 9,978.00 8.08 35.65 279.9 50.80 34.65 9,979.00 8.08 35.65 279.9 50.81 34.65 I 9,980.00 8.08 35.65 279.9 50.81 34.65 9,981.00 8.08 35.66 279.9 50.81 34.65 9,982.00 8.08 35.66 279.9 50.81 34.65 9,983.00 8.08 35.66 280.0 50.81 34.65 I 9,984.00 8.08 35.66 280.0 50.81 34.65 9,985.00 8.08 35.66 280.0 50.81 34.65 9,986.00 8.08 35.66 280.0 50.81 34.65 ` I 9,987.00 8.08 35.66 280.0 50.81 34.65 9,988.00 8.08 35.66 280.1 50.82 34.65 9,989.00 8.08 35.66 280.1 50.82 34.65 9,990.00 8.08 35.67 280.1 50.82 34.65 I 9,991.00 8.08 35.67 280.1 50.82 34.65 9,992.00 8.08 35.67 280.1 50.82 34.65 9,993.00 8.09 35.67 280.2 50.82 34.65 9,994.00 8.09 35.67 280.2 50.82 34.65 1 9,995.00 8.09 35.67 280.2 50.82 34.65 9,996.00 8.09 35.67 280.2 50.82 34.65 9,997.00 8.09 35.67 280.2 50.83 34.65 I 9,998.00 8.09 35.67 280.3 50.83 34.65 9,999.00 8.09 35.68 280.3 50.83 34.65 10,000.00 8.09 35.68 280.3 50.83 34.65 10,001.00 8.09 35.68 280.3 50.83 34.65 I 10,002.00 8.09 35.68 280.3 50.83 34.65 10,003.00 8.09 35.68 280.4 50.83 34.65 10,004.00 8.09 35.68 280.4 50.83 34.65 I 10,005.00 8.09 35.68 280.4 50.83 34.65 10,006.00 8.09 35.68 280.4 50.84 34.65 10,007.00 8.09 35.68 280.4 50.84 34.65 10,008.00 8.09 35.69 280.4 50.84 34.65 I 10,009.00 8.09 35.69 280.5 50.84 34.65 10,010.00 8.09 35.69 280.5 50.84 34.65 1 10,011.00 8.10 35.69 280.5 50.84 34.65 I 10,012.00 8.10 35.69 280.5 50.84 34.65 10,013.00 8.10 35.69 280.5 50.84 34.65 10,014.00 8.10 35.69 280.6 50.84 34.65 10,015.00 8.10 35.69 280.6 50.85 34.65 10,016.00 8.10 35.69 280.6 50.85 34.65 10,017.00 8.10 35.70 280.6 50.85 34.65 10,018.00 8.10 35.70 280.6 50.85 34.65 I 10,019.00 8.10 35.70 280.7 50.85 34.65 10,020.00 8.10 35.70 280.7 50.85 34.65 10,021.00 8.10 35.70 280.7 50.85 34.65 10,022.00 8.10 35.70 280.7 50.85 34.65 I 10,023.00 8.10 35.70 280.7 50.85 34.65 10,024.00 8.10 35.70 280.8 50.86 34.65 10,025.00 8.10 35.70 280.8 50.86 34.65 I 10,026.00 8.10 35.71 280.8 50.86 34.65 10,027.00 8.10 35.71 280.8 50.86 34.65 10,028.00 8.10 35.71 280.8 50.86 34.65 1 10,029.00 8.11 35.71 280.9 50.86 34.65 1 10,030.00 8.11 35.71 280.9 50.86 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 46 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top .._3 (cfs) (ft) (ft/s) Area Perimeter Width I (ft') (ft) (ft) 10,031.00 8.11 35.71 280.9 50.86 34.65 10,032.00 8.11 35.71 280.9 50.86 34.65 10,033.00 8.11 35.71 280.9 50.87 34.65 I 10,034.00 8.11 35.71 280.9 50.87 34.65 10,035.00 8.11 35.72 281.0 50.87 34.65 10,036.00 8.11 35.72 281.0 50.87 34.65 I 10,037.00 8.11 35.72 281.0 50.87 34.65 10,038.00 8.11 35.72 281.0 50.87 34.65 10,039.00 8.11 35.72 281.0 50.87 34.65 10,040.00 8.11 35.72 281.1 50.87 34.65 10,041.00 8.11 35.72 281.1 50.87 34.65 10,042.00 8.11 35.72 281.1 50.88 34.65 10,043.00 8.11 35.72 281.1 50.88 34.65 I 10,044.00 8.11 35.73 281.1 50.88 34.65 10,045.00 8.11 35.73 281.2 50.88 34.65 ii 10,046.00 8.11 35.73 281.2 50.88 34.65 10,047.00 8.12 35.73 281.2 50.88 34.65 10,048.00 8.12 35.73 281.2 50.88 34.65 10,049.00 8.12 35.73 281.2 50.88 34.65 10,050.00 8.12 35.73 281.3 50.88 34.65 I 10,051.00 8.12 35.73 281.3 50.89 34.65 10,052.00 8.12 • 35.73 281.3 50.89 34.65 10,053.00 8.12 35.74 281.3 50.89 34.65 10,054.00 8.12 35.74 281.3 50.89 34.65 I 10,055.00 8.12 35.74 281.4 50.89 34.65 10,056.00 8.12 35.74 281.4 50.89 34.65 10,057.00 8.12 35.74 281.4 50.89 34.65 10 058.00 8.12 35.74 281.4 50.89 3 4.65 I 10,059.00 8.12 35.74 281.4 50.89 34.65 1 10,060.00 8.12 35.74 281.4 50.90 34.65 10,061.00 8.12 35.74 281.5 50.90 34.65 10,062.00 8.12 35.75 281.5 50.90 34.65 10,063.00 8.12 35.75 281.5 50.90 34.65 10,064.00 8.12 35.75 281.5 50.90 34.65 10,065.00 8.13 35.75 281.5 50.90 34.65 10,066.00 8.13 35.75 281.6 50.90 34.65 10,067.00 8.13 35.75 281.6 50.90 34.65 10,068.00 8.13 35.75 281.6 50.90 34.65 I 10,069.00 8.13 35.75 281.6 50.91 34.65 10,070.00 8.13 35.75 281.6 50.91 34.65 10,071.00 8.13 35.76 281.7 50.91 34.65 I 10,072.00 8.13 35.76 281.7 50.91 34.65 10,073.00 8.13 35.76 281.7 50.91 34.65 10,074.00 8.13 35.76 281.7 50.91 34.65 10,075.00 8.13 35.76 281.7 50.91 34.65 I 10,076.00 8.13 35.76 281.8 50.91 34.65 10,077.00 8.13 35.76 281.8 50.91 34.65 10,078.00 8.13 35.76 281.8 50.92 34.65 ' 10,079.00 8.13 35.76 281.8 50.92 34.65 10,080.00 8.13 35.77 281.8 50.92 34.65 10,081.00 8.13 35.77 281.9 50.92 34.65 1 10,082.00 8.13 35.77 281.9 50.92 34.65 1 10,083.00 8.14 35.77 281.9 50.92 34.65 Project Engineer. Boyle Engineering y: \... \billf\s20\jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 47 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,084.00 8.14 35.77 281.9 50.92 34.65 10,085.00 8.14 35.77 281.9 50.92 34.65 I 10,086.00 8.14 35.77 281.9 50.92 34.65 10,087.00 8.14 35.77 282.0 50.93 34.65 10,088.00 8.14 35.77 282.0 50.93 34.65 10,089.00 8.14 35.78 282.0 50.93 34.65 I 10,090.00 8.14 35.78 282.0 50.93 34.65 10,091.00 8.14 35.78 282.0 50.93 34.65 10,092.00 8.14 35.78 282.1 50.93 34.65 I 10,093.00 8.14 35.78 282.1 50.93 34.65 10,094.00 8.14 35.78 282.1 50.93 34.65 10,095.00 8.14 35.78 282.1 50.93 34.65 10,096.00 8.14 35.78 282.1 50.94 34.65 I 10,097.00 8.14 35.78 282.2 50.94 34.65 10,098.00 8.14 35.79 282.2 50.94 34.65 10,099.00 8.14 35.79 282.2 50.94 34.65 1 10,100.00 8.14 35.79 282.2 50.94 34.65 10,101.00 8.15 35.79 282.2 50.94 34.65 10,102.00 8.15 35.79 282.3 50.94 34.65 10,103.00 8.15 35.79 282.3 50.94 34.65 I 10,104.00 8.15 35.79 282.3 50.94 34.65 10,105.00 8.15 35.79 282.3 50.95 34.65 10,106.00 8.15 35.79 282.3 50.95 34.65 10,107.00 8.15 35.80 282.4 50.95 34.65 I 10,108.00 8.15 35.80 282.4 50.95 34.65 10,109.00 8.15 35.80 282.4 50.95 34.65 10,110.00 8.15 35.80 282.4 50.95 34.65 I 10,111.00 8.15 35.80 282.4 50.95 34.65 10,112.00 8.15 35.80 282.4 50.95 34.65 10,113.00 8.15 35.80 282.5 50.95 34.65 10,114.00 8.15 35.80 282.5 50.96 34.65 I 10,115.00 8.15 35.80 282.5 50.96 34.65 10,116.00 8.15 35.81 282.5 50.96 34.65 10,117.00 8.15 35.81 282.5 50.96 34.65 I 10,118.00 8.15 35.81 282.6 50.96 34.65 10,119.00 8.16 35.81 282.6 50.96 34.65 10,120.00 8.16 35.81 282.6 50.96 34.65 10,121.00 8.16 35.81 282.6 50.96 34.65 I 10,122.00 8.16 35.81 282.6 50.96 34.65 10,123.00 8.16 35.81 282.7 50.97 34.65 10,124.00 8.16 35.81 282.7 50.97 34.65 I 10,125.00 8.16 35.82 282.7 50.97 34.65 10,126.00 8.16 35.82 282.7 50.97 34.65 10,127.00 8.16 35.82 282.7 50.97 34.65 10,128.00 8.16 35.82 282.8 50.97 34.65 I 10,129.00 8.16 35.82 282.8 50.97 34.65 10,130.00 8.16 35.82 282.8 50.97 34.65 10,131.00 8.16 35.82 282.8 50.97 34.65 I 10,132.00 8.16 35.82 282.8 50.98 34.65 10,133.00 8.16 35.82 282.9 50.98 34.65 10,134.00 8.16 35.83 282.9 50.98 34.65 .1 10,135.00 8.16 35.83 282.9 50.98 34.65 1 10,136.00 8.16 35.83 282.9 50.98 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 09:50:00 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 48 of 69 1 Table Rating Table for Rectangular Channel -' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,137.00 8.17 35.83 282.9 50.98 34.65 10,138.00 8.17 35.83 282.9 50.98 34.65 10,139.00 8.17 35.83 283.0 50.98 34.65 I 10,140.00 8.17 35.83 283.0 50.98 34.65 10,141.00 8.17 35.83 283.0 50.99 34.65 10,142.00 8.17 35.83 283.0 50.99 34.65 I 10,143.00 8.17 35.84 283.0 50.99 34.65 10,144.00 8.17 35.84 283.1 50.99 34.65 10,145.00 8.17 35.84 283.1 50.99 34.65 • I 10,146.00 8.17 35.84 283.1 50.99 34.65 10,147.00 8.17 35.84 283.1 50.99 34.65 10,148.00 8.17 35.84 283.1 50.99 34.65 10,149.00 8.17 35.84 283.2 50.99 34.65 I 10,150.00 8.17 35.84 283.2 51.00 34.65 10,151.00 8.17 35.84 283.2 51.00 34.65 10,152.00 8.17 35.85 283.2 51.00 34.65 1 10,153.00 8.17 35.85 283.2 51.00 34.65 10,154.00 8.17 35.85 283.3 51.00 34.65 10,155.00 8.18 35.85 283.3 51.00 34.65 10,156.00 8.18 35.85 283.3 51.00 34.65 I 10,157.00 8.18 35.85 283.3 51.00 34.65 10,158.00 8.18 35.85 283.3 51.00 34.65 10,159.00 8.18 35.85 283.4 51.01 34.65 10,160.00 8.18 35.85 283.4 51.01 34.65 I 10,161.00 8.18 35.86 283.4 51.01 34.65 10,162.00 8.18 35.86 283.4 51.01 34.65 10,163.00 8.18 35.86 283.4 51.01 34.65 I 10,164.00 8.18 35.86 283.4 51.01 34.65 10,165.00 8.18 35.86 283.5 51.01 34.65 10,166.00 8.18 35.86 283.5 51.01 34.65 10,167.00 8.18 35.86 283.5 51.01 34.65 I 10,168.00 8.18 35.86 283.5 51.02 34.65 10,169.00 8.18 35.86 283.5 51.02 34.65 1 10,170.00 8.18 35.87 283.6 51.02 34.65 I 10,171.00 8.18 35.87 283.6 51.02 34.65 10,172.00 8.18 35.87 283.6 51.02 34.65 10,173.00 8.19 35.87 283.6 51.02 34.65 10,174.00 8.19 35.87 283.6 51.02 34.65 I 10,175.00 8.19 35.87 283.7 51.02 34.65 10,176.00 8.19 35.87 283.7 51.02 34.65 10,177.00 8.19 35.87 283.7 51.02 34.65 10,178.00 8.19 35.87 283.7 51.03 34.65 10,179.00 8.19 35.88 283.7 51.03 34.65 10,180.00 8.19 35.88 283.8 51.03 34.65 10,181.00 8.19 35.88 283.8 51.03 34.65 I 10,182.00 8.19 35.88 283.8 51.03 34.65 10,183.00 8.19 35.88 283.8 51.03 34.65 10,184.00 8.19 35.88 283.8 51.03 34.65 I 10,185.00 8.19 35.88 283.8 51.03 34.65 10,186.00 8.19 35.88 283.9 51.03 34.65 10,187.00 8.19 35.88 283.9 51.04 34.65 10,188.00 8.19 35.88 283.9 51.04 34.65 I 10,189.00 8.19 35.89 283.9 51.04 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 49 of 69 i . 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted - Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,190.00 8.19 35.89 283.9 51.04 34.65 10,191.00 8.20 35.89 284.0 51.04 34.65 10,192.00 8.20 35.89 284.0 51.04 34.65 I 10,193.00 8.20 35.89 284.0 51.04 34.65 10,194.00 8.20 35.89 284.0 51.04 34.65 10,195.00 8.20 35.89 284.0 51.04 34.65 I 10,196.00 8.20 35.89 284.1 51.05 34.65 10,197.00 8.20 35.89 284.1 51.05 34.65 10,198.00 8.20 35.90 284.1 51.05 34.65 10,199.00 8.20 35.90 284.1 51.05 34.65 I 10,200.00 8.20 35.90 284.1 51.05 34.65 10,201.00 8.20 35.90 284.2 51.05 34.65 10,202.00 8.20 35.90 284.2 51.05 34.65 I 10,203.00 8.20 35.90 284.2 51.05 34.65 10,204.00 8.20 35.90 284.2 51.05 34.65 - 10,205.00 8.20 35.90 284.2 51.06 34.65 1 10,206.00 8.20 35.90 284.3 51.06 34.65 10,207.00 8.20 35.91 284.3 51.06 34.65 10,208.00 8.20 35.91 284.3 51.06 34.65 10,209.00 8.21 35.91 284.3 51.06 34.65 I 10,210.00 8.21 35.91 284.3 51.06 34.65 10,211.00 8.21 35.91 284.3 51.06 34.65 10,212.00 8.21 35.91 284.4 51.06 34.65 10,213.00 8.21 35.91 284.4 51.06 34.65 I 10,214.00 8.21 35.91 284.4 51.07 34.65 10,215.00 8.21 35.91 284.4 51.07 34.65 10,216.00 8.21 35.92 284.4 51.07 34.65 I 10,217.00 8.21 35.92 284.5 51.07 34.65 10,218.00 8.21 35.92 284.5 51.07 34.65 10,219.00 8.21 35.92 284.5 51.07 34.65 10,220.00 8.21 35.92 284.5 51.07 34.65 I 10,221.00 8.21 35.92 284.5 51.07 34.65 10,222.00 8.21 35.92 284.6 51.07 34.65 10,223.00 8.21 35.92 284.6 51.08 34.65 I 10,224.00 8.21 35.92 284.6 51.08 34.65 10,225.00 8.21 35.93 284.6 51.08 34.65 10,226.00 8.21 35.93 284.6 51.08 34.65 10,227.00 8.22 35.93 284.7 51.08 34.65 I 10,228.00 8.22 35.93 284.7 51.08 34.65 10,229.00 8.22 35.93 284.7 51.08 34.65 10,230.00 8.22 35.93 284.7 51.08 34.65 I 10,231.00 8.22 35.93 284.7 51.08 34.65 10,232.00 8.22 35.93 284.8 51.09 34.65 10,233.00 8.22 35.93 284.8 51.09 34.65 10,234.00 8.22 35.94 284.8 51.09 34.65 I 10,235.00 8.22 35.94 284.8 51.09 34.65 10,236.00 8.22 35.94 284.8 51.09 34.65 10,237.00 8.22 35.94 284.8 51.09 34.65 I 10,238.00 8.22 35.94 284.9 51.09 34.65 10,239.00 8.22 35.94 284.9 51.09 34.65 10,240.00 8.22 35.94 284.9 51.09 34.65 10,241.00 8.22 35.94 284.9 51.10 34.65 1 10,242.00 8.22 35.94 284.9 51.10 34.65 Project Engineer: Boyle Engineering y:\... \billf\s20 \jurupa basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 50 of 69 I 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft2) (ft) (ft) 10,243.00 8.22 35.95 285.0 51.10 34.65 10,244.00 8.22 35.95 285.0 51.10 34.65 I 10,245.00 8.23 35.95 285.0 51.10 34.65 10,246.00 8.23 35.95 285.0 51.10 34.65 10,247.00 8.23 35.95 285.0 51.10 34.65 10,248.00 8.23 35.95 285.1 51.10 34.65 I 10,249.00 8.23 35.95 285.1 51.10 34.65 10,250.00 8.23 35.95 285.1 51.11 34.65 10,251.00 8.23 35.95 285.1 51.11 34.65 I 10,252.00 8.23 35.95 285.1 51.11 34.65 10,253.00 8.23 35.96 285.2 51.11 34.65 10,254.00 8.23 35.96 285.2 51.11 34.65 10,255.00 8.23 35.96 285.2 51.11 34.65 I 10,256.00 8.23 35.96 285.2 51.11 34.65 10,257.00 8.23 35.96 285.2 51.11 34.65 10,258.00 8.23 35.96 285.2 51.11 34.65 1 10,259.00 8.23 35.96 285.3 51.12 34.65 10,260.00 8.23 35.96 285.3 51.12 34.65 10,261.00 8.23 35.96 285.3 51.12 34.65 10,262.00 8.23 35.97 285.3 51.12 34.65 I 10,263.00 8.24 35.97 285.3 51.12 34.65 10,264.00 8.24 35.97 285.4 51.12 34.65 10,265.00 8.24 35.97 285.4 51.12 34.65 I 10,266.00 8.24 35.97 285.4 51.12 34.65 10,267.00 8.24 35.97 285.4 51.12 34.65 10,268.00 8.24 35.97 285.4 51.13 34.65 10,269.00 8.24 35.97 285.5 51.13 34.65 I 10,270.00 8.24 35.97 285.5 51.13 34.65 10,271.00 8.24 35.98 285.5 51.13 34.65 10,272.00 8.24 35.98 285.5 51.13 34.65 I 10,273.00 8.24 35.98 285.5 51.13 34.65 10,274.00 8.24 35.98 285.6 51.13 34.65 10,275.00 8.24 35.98 285.6 51.13 34.65 10,276.00 8.24 35.98 285.6 51.13 34.65 I 10,277.00 8.24 35.98 285.6 51.14 34.65 10,278.00 8.24 35.98 285.6 51.14 34.65 10,279.00 8.24 35.98 285.7 51.14 34.65 I 10,280.00 8.24 35.99 285.7 51.14 34.65 10,281.00 8.25 35.99 285.7 51.14 34.65 10,282.00 8.25 35.99 285.7 51.14 34.65 10,283.00 8.25 35.99 285.7 51.14 34.65 I 10,284.00 8.25 35.99 285.7 51.14 34.65 10,285.00 8.25 35.99 285.8 51.14 34.65 10,286.00 8.25 35.99 285.8 51.15 34.65 1 10,287.00 8.25 35.99 285.8 51.15 34.65 10,288.00 8.25 35.99 285.8 51.15 34.65 10,289.00 8.25 36.00 285.8 51.15 34.65 10,290.00 8.25 36.00 285.9 51.15 34.65 I 10,291.00 8.25 36.00 285.9 51.15 34.65 10,292.00 8.25 36.00 285.9 51.15 34.65 10,293.00 8.25 36.00 285.9 51.15 34.65 I 10,294.00 8.25 36.00 285.9 51.15 34.65 10,295.00 8.25 36.00 286.0 51.16 34.65 Project Engineer: Boyle Engineering I y: \...\billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 51 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top -_1 (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,296.00 8.25 36.00 286.0 51.16 34.65 10,297.00 8.25 36.00 286.0 51.16 34.65 I 10,298.00 8.25 36.01 286.0 51.16 34.65 10,299.00 8.25 36.01 286.0 51.16 34.65 10,300.00 8.26 36.01 286.1 51.16 34.65 10,301.00 8.26 36.01 286.1 51.16 34.65 I 10,302.00 8.26 36.01 286.1 51.16 34.65 10,303.00 8.26 36.01 286.1 51.16 34.65 10,304.00 8.26 36.01 286.1 51.17 34.65 I 10,305.00 8.26 36.01 286.1 51.17 34.65 10,306.00 8.26 36.01 286.2 51.17 34.65 10,307.00 8.26 36.01 286.2 51.17 34.65 10,308.00 8.26 36.02 286.2 51.17 34.65 - I 10,309.00 8.26 36.02 286.2 51.17 34.65 10,310.00 8.26 36.02 286.2 51.17 34.65 a - o j 10,311.00 8.26 36.02 286.3 51.17 34.65 10,312.00 8.26 36.02 286.3 51.17 34.65 10,313.00 8.26 36.02 286.3 51.18 34.65 10,314.00 8.26 36.02 286.3 51.18 34.65 10,315.00 8.26 36.02 286.3 51.18 34.65 I 10,316.00 8.26 36.02 286.4 51.18 34.65 10,317.00 8.26 36.03 286.4 51.18 34.65 10,318.00 8.27 36.03 286.4 51.18 34.65 10,319.00 8.27 36.03 286.4 51.18 34.65 I 10,320.00 8.27 36.03 286.4 51.18 34.65 10,321.00 8.27 36.03 286.5 51.18 34.65 10,322.00 8.27 36.03 286.5 51.19 34.65 ' 10,323.00 8.27 36.03 286.5 51.19 34.65 10,324.00 8.27 36.03 286.5 51.19 34.65 10,325.00 8.27 36.03 286.5 51.19 34.65 1 10,326.00 8.27 36.04 286.6 51.19 34.65 10,327.00 8.27 36.04 286.6 51.19 34.65 10,328.00 8.27 36.04 286.6 51.19 34.65 10,329.00 8.27 36.04 286.6 51.19 34.65 ' 10,330.00 8.27 36.04 286.6 51.19 34.65 10,331.00 8.27 36.04 286.6 51.20 34.65 10,332.00 8.27 36.04 286.7 51.20 34.65 10,333.00 8.27 36.04 286.7 51.20 34.65 I 10,334.00 8.27 36.04 286.7 51.20 34.65 10,335.00 8.27 36.05 286.7 51.20 34.65 10,336.00 8.28 36.05 286.7 51.20 34.65 I 10,337.00 8.28 36.05 286.8 51.20 34.65 10,338.00 8.28 36.05 286.8 51.20 34.65 10,339.00 8.28 36.05 286.8 51.20 34.65 10,340.00 8.28 36.05 286.8 51.21 34.65 1 10,341.00 8.28 36.05 286.8 51.21 34.65 10,342.00 8.28 36.05 286.9 51.21 34.65 10,343.00 8.28 36.05 286.9 51.21 34.65 I 10,344.00 8.28 36.06 286.9 51.21 34.65 10,345.00 8.28 36.06 286.9 51.21 34.65 10,346.00 8.28 36.06 286.9 51.21 34.65 I 10,347.00 8.28 36.06 287.0 51.21 34.65 10,348.00 8.28 36.06 287.0 51.21 34.65 Project Engineer: Boyle Engineering y:\...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 52 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) .. 10,349.00 8.28 36.06 287.0 51.22 34.65 10,350.00 8.28 36.06 287.0 51.22 34.65 10,351.00 8.28 36.06 287.0 51.22 34.65 I 10,352.00 8.28 36.06 287.0 51.22 34.65 10,353.00 8.28 36.06 287.1 51.22 34.65 10,354.00 8.29 36.07 287.1 51.22 34.65 I 10,355.00 8.29 36.07 287.1 51.22 34.65 10,356.00 8.29 36.07 287.1 51.22 34.65 10,357.00 8.29 36.07 287.1 51.22 34.65 I 10,358.00 8.29 36.07 287.2 51.23 34.65 10,359.00 8.29 36.07 287.2 51.23 34.65 10,360.00 8.29 36.07 287.2 51.23 34.65 10,361.00 8.29 36.07 287.2 51.23 34.65 I 10,362.00 8.29 36.07 287.2 51.23 34.65 10,363.00 8.29 36.08 287.3 51.23 34.65 ] 10,364.00 8.29 36.08 287.3 51.23 34.65 la 1 8.29 36.08 287.3 51.23 34.65 10,366.00 8.29 36.08 287.3 51.23 34.65 10,367.00 8.29 36.08 287.3 51.23 34.65 10,368.00 8.29 36.08 287.4 51.24 34.65 I 10,369.00 8.29 36.08 287.4 51.24 34.65 10,370.00 8.29 36.08 287.4 51.24 34.65 10,371.00 8.29 36.08 287.4 51.24 34.65 10,372.00 8.30 36.09 287.4 51.24 34.65 I 10,373.00 8.30 36.09 287.4 51.24 34.65 10,374.00 8.30 36.09 287.5 51.24 34.65 10,375.00 8.30 36.09 287.5 51.24 34.65 I 10,376.00 8.30 36.09 287.5 51.24 34.65 10,377.00 8.30 36.09 287.5 51.25 34.65 10,378.00 8.30 36.09 287.5 51.25 34.65 10,379.00 8.30 36.09 287.6 51.25 34.65 10,380.00 8.30 36.09 287.6 51.25 34.65 10,381.00 8.30 36.10 287.6 51.25 34.65 J 10,382.00 8.30 36.10 287.6 51.25 34.65 I 10,383.00 8.30 36.10 287.6 51.25 34.65 10,384.00 8.30 36.10 287.7 51.25 34.65 10,385.00 8.30 36.10 287.7 51.25 34.65 10,386.00 8.30 36.10 287.7 51.26 34.65 I ' 10,387.00 8.30 36.10 287.7 51.26 34.65 10,388.00 8.30 36.10 287.7 51.26 34.65 10,389.00 8.30 36.10 287.8 51.26 34.65 10,390.00 8.31 36.10 287.8 51.26 34.65 10,391.00 8.31 36.11 287.8 51.26 34.65 10,392.00 8.31 36.11 287.8 51.26 34.65 10,393.00 8.31 36.11 287.8 51.26 34.65 I 10,394.00 8.31 36.11 287.8 51.26 34.65 10,395.00 8.31 36.11 287.9 51.27 34.65 10,396.00 8.31 36.11 287.9 51.27 34.65 I 10,397.00 10,398.00 8.31 36.11 287.9 51.27 34.65 8.31 36.11 287.9 51.27 34.65 10,399.00 8.31 36.11 287.9 51.27 34.65 10,400.00 8.31 36.12 288.0 51.27 34.65 I 10,401.00 8.31 36.12 288.0 51.27 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMasterv6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 53 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,402.00 8.31 36.12 288.0 51.27 34.65 10,403.00 8.31 36.12 288.0 51.27 34.65 I 10,404.00 8.31 36.12 288.0 51.28 34.65 10,405.00 8.31 36.12 288.1 51.28 34.65 10,406.00 8.31 36.12 288.1 51.28 34.65 10,407.00 8.31 36.12 288.1 51.28 34.65 I 10,408.00 8.32 36.12 288.1 51.28 34.65 10,409.00 8.32 36.13 288.1 51.28 34.65 10,410.00 8.32 36.13 288.2 51.28 34.65 I 10,411.00 8.32 36.13 288.2 51.28 34.65 10,412.00 8.32 36.13 288.2 51.28 34.65 10,413.00 8.32 36.13 288.2 51.29 34.65 10,414.00 8.32 36.13 288.2 51.29 34.65 I 10,415.00 8.32 36.13 288.3 51.29 34.65 10,416.00 8.32 36.13 288.3 51.29 34.65 li 10,417.00 8.32 36.13 288.3 51.29 34.65 . 10,418.00 8.32 36.13 288.3 51.29 34.65 10,419.00 8.32 36.14 288.3 51.29 34.65 10,420.00 8.32 36.14 288.3 51.29 34.65 10,421.00 8.32 36.14 288.4 51.29 34.65 I 10,422.00 8.32 36.14 288.4 51.30 34.65 10,423.00 8.32 36.14 288.4 51.30 34.65 10,424.00 8.32 36.14. 288.4 51.30 34.65 I 10,425.00 8.32 36.14 288.4 51.30 34.65 10,426.00 8.32 36.14 288.5 51.30 34.65 10,427.00 8.33 36.14 288.5 51.30 34.65 10,428.00 8.33 36.15 288.5 51.30 34.65 I 10,429.00 8.33 36.15 288.5 51.30 34.65 10,430.00 8.33 36.15 288.5 51.30 34.65 10,431.00 8.33 36.15 288.6 51.31 34.65 10,432.00 8.33 36.15 288.6 51.31 34.65 II 10,433.00 8.33 36.15 288.6 51.31 34.65 10,434.00 8.33 36.15 288.6 51.31 34.65 ,.� 10,435.00 8.33 36.15 288.6 51.31 34.65 I 10,436.00 8.33 36.15 288.7 51.31 34.65 10,437.00 8.33 36.16 288.7 51.31 34.65 10,438.00 8.33 36.16 288.7 51.31 34.65 10,439.00 8.33 36.16 288.7 51.31 34.65 10,440.00 8.33 36.16 288.7 51.32 34.65 10,441.00 8.33 36.16 288.7 51.32 34.65 10,442.00 8.33 36.16 288.8 51.32 34.65 I 10,443.00 8.33 36.16 288.8 51.32 34.65 10,444.00 8.33 36.16 288.8 51.32 34.65 10,445.00 8.34 36.16 288.8 51.32 34.65 10,446.00 8.34 36.17 288.8 51.32 34.65 I 10,447.00 8.34 36.17 288.9 51.32 34.65 10,448.00 8.34 36.17 288.9 51.32 34.65 10,449.00 8.34 36.17 288.9 51.33 34.65 I 10,450.00 8.34 36.17 288.9 51.33 34.65 10,451.00 8.34 36.17 288.9 51.33 34.65 10,452.00 8.34 36.17 289.0 51.33 34.65 10,453.00 8.34 36.17 289.0 51.33 34.65 I 10,454.00 8.34 36.17 289.0 51.33 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n1 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 54 of 69 I . Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top -' (cfs) (ft) (ft/s) Area Perimeter Width (ft2) (ft) (ft) 10,455.00 8.34 36.17 289.0 51.33 34.65 10,456.00 8.34 36.18 289.0 51.33 34.65 I 10,457.00 8.34 36.18 289.1 51.33 34.65 10,458.00 8.34 36.18 289.1 51.34 34.65 10,459.00 8.34 36.18 289.1 51.34 34.65 10,460.00 8.34 36.18 289.1 51.34 34.65 I 10,461.00 8.34 36.18 289.1 51.34 34.65 10,462.00 8.34 36.18 289.1 51.34 34.65 10,463.00 8.35 36.18 289.2 51.34 34.65 I 10,464.00 8.35 36.18 289.2 51.34 34.65 10,465.00 8.35 36.19 289.2 51.34 34.65 10,466.00 8.35 36.19 289.2 51.34 34.65 10,467.00 8.35 36.19 289.2 51.35 34.65 I 10,468.00 8.35 36.19 289.3 51.35 34.65 10,469.00 8.35 36.19 289.3 51.35 34.65 10,470.00 8.35 36.19 289.3 51.35 34.65 U 10,471.00 8.35 36.19 289.3 51.35 34.65 10,472.00 8.35 36.19 289.3 51.35 34.65 10,473.00 - 8.35 36.19 289.4 51.35 34.65 10,474.00 8.35 36.20 289.4 51.35 34.65 I 10,475.00 8.35 36.20 289.4 51.35 34.65 10,476.00 8.35 36.20 289.4 51.35 34.65 10,477.00 8.35 36.20 289.4 51.36 34.65 I 10,478.00 8.35 36.20 289.5 51.36 34.65 10,479.00 8.35 36.20 289.5 51.36 34.65 10,480.00 8.35 36.20 289.5 51.36 34.65 10,481.00 8.36 36.20 289.5 51.36 34.65 I 10,482.00 8.36 36.20 289.5 51.36 34.65 10,483.00 8.36 36.20 289.5 51.36 34.65 10,484.00 8.36 36.21 289.6 51.36 34.65 I 10,485.00 8.36 36.21 289.6 51.36 34.65 10,486.00 8.36 36.21 289.6 51.37 34.65 -1 10,487.00 8.36 36.21 289.6 51.37 34.65 10,488.00 8.36 36.21 289.6 51.37 34.65 1 I 10,489.00 8.36 36.21 289.7 51.37 34.65 10,490.00 8.36 36.21 289.7 51.37 34.65 10,491.00 8.36 36.21 289.7 51.37 34.65 I 10,492.00 8.36 36.21 289.7 51.37 34.65 10,493.00 8.36 36.22 289.7 51.37 34.65 10,494.00 8.36 36.22 289.8 51.37 34.65 10,495.00 8.36 36.22 289.8 51.38 34.65 I 10,496.00 8.36 36.22 289.8 51.38 34.65 10,497.00 8.36 36.22 289.8 51.38 34.65 10,498.00 8.36 36.22 289.8 51.38 34.65 I 10,499.00 8.37 36.22 289.9 51.38 34.65 10,500.00 8.37 36.22 289.9 51.38 34.65 10,501.00 8.37 36.22 289.9 51.38 34.65 10,502.00 8.37 36.23 289.9 51.38 34.65 I 10,503.00 8.37 36.23 289.9 51.38 34.65 10,504.00 8.37 36.23 289.9 51.39 34.65 10,505.00 8.37 36.23 290.0 51.39 34.65 I 10,506.00 8.37 36.23 290.0 51.39 34.65 10,507.00 8.37 36.23 290.0 51.39 34.65 Project Engineer: Boyle Engineering I y:\...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 55 of 69 111 Table I Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft') (ft) (ft) 10,508.00 8.37 36.23 290.0 51.39 34.65 10,509.00 8.37 36.23 290.0 51.39 34.65 I 10,510.00 8.37 36.23 290.1 51.39 34.65 10,511.00 8.37 36.23 290.1 51.39 34.65 10,512.00 8.37 36.24 290.1 51.39 34.65 I 10,513.00 8.37 36.24 290.1 51.40 34.65 10,514.00 8.37 36.24 290.1 51.40 34.65 10,515.00 8.37 36.24 290.2 51.40 34.65 10,516.00 8.37 36.24 290.2 51.40 34.65 I 10,517.00 8.38 36.24 290.2 51.40 34.65 10,518.00 8.38 36.24 290.2 51.40 34.65 10,519.00 8.38 36.24 290.2 51.40 34.65 10,520.00 8.38 36.24 290.3 51.40 34.65 10,521.00 8.38 36.25 290.3 51.40 34.65 10,522.00 8.38 36.25 290.3 51.41 34.65 10,523.00 8.38 36.25 290.3 51.41 34.65 I 10,524.00 8.38 36.25 290.3 51.41 34.65 10,525.00 8.38 36.25 290.3 51.41 34.65 10,526.00 8.38 36.25 290.4 51.41 34.65 10,527.00 8.38 36.25 290.4 51.41 34.65 I 10,528.00 8.38 36.25 290.4 51.41 34.65 10,529.00 8.38 36.25 290.4 51.41 34.65 10,530.00 8.38 36.26 290.4 51.41 34.65 I 10,531.00 8.38 36.26 290.5 51.42 34.65 10,532.00 8.38 36.26 290.5 51.42 34.65 10,533.00 8.38 36.26 290.5 51.42 34.65 10,534.00 8.38 36.26 290.5 51.42 34.65 I 10,535.00 8.38 36.26 290.5 51.42 34.65 10,536.00 8.39 36.26 290.6 51.42 34.65 10,537.00 8.39 36.26 290.6 51.42 34.65 I ' 10,538.00 8.39 36.26 290.6 51.42 34.65 10,539.00 8.39 36.26 290.6 51.42 34.65 - 10,540.00 8.39 36.27 290.6 51.43 34.65 - 10,541.00 8.39 36.27 290.7 51.43 34.65 I 10,542.00 8.39 36.27 290.7 51.43 34.65 10,543.00 8.39 36.27 290.7 51.43 34.65 10,544.00 8.39 36.27 290.7 51.43 34.65 I 10,545.00 8.39 36.27 290.7 51.43 34.65 10,546.00 8.39 36.27 290.7 51.43 34.65 10,547.00 8.39 36.27 290.8 51.43 34.65 10,548.00 8.39 36.27 290.8 51.43 34.65 I 10,549.00 8.39 36.28 290.8 51.44 34.65 10,550.00 8.39 36.28 290.8 51.44 34.65 10,551.00 8.39 36.28 290.8 51.44 34.65 10,552.00 8.39 36.28 290.9 51.44 I 34.65 10,553.00 8.39 36.28 290.9 51.44 34.65 10,554.00 8.40 36.28 290.9 51.44 34.65 10,555.00 8.40 36.28 290.9 51.44 34.65 I 10,556.00 8.40 36.28 290.9 51.44 34.65 10,557.00 8.40 36.28 291.0 51.44 34.65 °� 10,558.00 8.40 36.28 291.0 51.45 34.65 1 10,559.00 8.40 36.29 291.0 51.45 34.65 10,560.00 8.40 36.29 291.0 51.45 34.65 Project Engineer: Boyle Engineering I y: \...\billf\s20 \jurupa basin \84_outlet -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 56 of 69 1 Table I Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top ..i (cfs) (ft) (ft/s) Area Perimeter Width I (ft2) (ft) (ft) 10,561.00 8.40 36.29 291.0 51.45 34.65 10,562.00 8.40 36.29 291.1 51.45 34.65 I 10,563.00 8.40 36.29 291.1 51.45 34.65 10,564.00 8.40 36.29 291.1 51.45 34.65 10,565.00 8.40 36.29 291.1 51.45 34.65 10,566.00 8.40 36.29 291.1 51.45 34.65 1 10,567.00 8.40 36.29 291.1 51.45 34.65 10,568.00 8.40 36.30 291.2 51.46 34.65 10,569.00 8.40 36.30 291.2 51.46 34.65 I 10,570.00 8.40 36.30 291.2 51.46 34.65 10,571.00 8.40 36.30 291.2 51.46 34.65 10,572.00 8.41 36.30 291.2 51.46 34.65 10,573.00 8.41 36.30 291.3 51.46 34.65 I 10,574.00 8.41 36.30 291.3 51.46 34.65 10,575.00 8.41 36.30 291.3 51.46 34.65 10,576.00 8.41 36.30 291.3 51.46 34.65 I 10,577.00 8.41 36.31 291.3 51.47 34.65 10,578.00 8.41 36.31 291.4 51.47 34.65 10,579.00 8.41 36.31 291.4 51.47 34.65 I 10,580.00 8.41 36.31 291.4 51.47 34.65 10,581.00 8.41 36.31 291.4 51.47 34.65 10,582.00 8.41 .. 36.31 291.4 51.47 34.65 10,583.00 8.41 36.31 291.5 51.47 34.65 I 10,584.00 8.41 36.31 291.5 51.47 34.65 10,585.00 8.41 36.31 291.5 51.47 34.65 10,586.00 8.41 36.31 291.5 51.48 34.65 10,587.00 8.41 36.32 291.5 51.48 34.65 I 10,588.00 8.41 36.32 291.5 51.48 34.65 10,589.00 8.41 36.32 291.6 51.48 34.65 10,590.00 8.42 36.32 291.6 51.48 34.65 I 10,591.00 8.42 36.32 291.6 51.48 34.65 10,592.00 8.42 36.32 291.6 51.48 34.65 10,593.00 8.42 36.32 291.6 51.48 34.65 10,594.00 8.42 36.32 291.7 51.48 34.65 I 10,595.00 8.42 36.32 291.7 51.49 34.65 10,596.00 8.42 36.33 291.7 51.49 34.65 10,597.00 8.42 36.33 291.7 51.49 34.65 I 10,598.00 8.42 36.33 291.7 51.49 34.65 10,599.00 8.42 36.33 291.8 51.49 34.65 10,600.00 8.42 36.33 291.8 51.49 34.65 10,601.00 8.42 36.33 291.8 51.49 34.65 I 10,602.00 8.42 36.33 291.8 51.49 34.65 10,603.00 8.42 36.33 291.8 51.49 34.65 10,604.00 8.42 36.33 291.8 51.50 34.65 I 10,605.00 8.42 36.33 291.9 51.50 34.65 10,606.00 8.42 36.34 291.9 51.50 34.65 10,607.00 8.42 36.34 291.9 51.50 34.65 10,608.00 8.42 36.34 291.9 51.50 34.65 I 10,609.00 8.43 36.34 291.9 51.50 34•.65 10,610.00 8.43 36.34 292.0 51.50 34.65 10,611.00 8.43 36.34 292.0 51.50 34.65 I 10,612.00 8.43 36.34 292.0 51.50 34.65 10,613.00 8.43 36.34 292.0 51.51 34.65 Project Engineer: Boyle Engineering I y: \... \billf\s20\jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 57 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,614.00 8.43 36.34 292.0 51.51 34.65 10,615.00 8.43 36.35 292.1 51.51 34.65 I 10,616.00 8.43 36.35 292.1 51.51 34.65 10,617.00 8.43 36.35 292.1 51.51 34.65 10,618.00 8.43 36.35 292.1 51.51 34.65 10,619.00 8.43 36.35 292.1 51.51 34.65 I 10,620.00 8.43 36.35 292.2 51.51 34.65 10,621.00 8.43 36.35 292.2 51.51 34.65 10,622.00 8.43 36.35 292.2 51.52 34.65 10,623.00 8.43 36.35 292.2 51.52 34.65 10,624.00 8.43 36.36 292.2 51.52 34.65 10,625.00 8.43 36.36 292.2 51.52 34.65 i 10,626.00 8.43 36.36 292.3 51.52 34.65 10,627.00 8.44 36.36 292.3 51.52 34.65 10,628.00 8.44 36.36 292.3 51.52 34.65 J 10,629.00 8.44 36.36 292.3 51.52 34.65 I 10,630.00 8.44 36.36 292.3 51.52 34.65 10,631.00 8.44 36.36 292.4 51.53 34.65 10,632.00 8.44 36.36 292.4 51.53 34.65 10,633.00 8.44 36.36 292.4 51.53 34.65 I 10,634.00 8.44 36.37 292.4 51.53 34.65 10,635.00 8.44 36.37 292.4 51.53 34.65 10,636.00 8.44 36.37 292.5 51.53 34.65 I 10,637.00 8.44 36.37 292.5 51.53 34.65 10,638.00 8.44 36.37 292.5 51.53 34.65 • 10,639.00 8.44 36.37 292.5 51.53 34.65 10,640.00 8.44 36.37 292.5 51.54 34.65 I 10,641.00 8.44 36.37 292.6 51.54 34.65 10,642.00 8.44 36.37 292.6 51.54 34.65 10,643.00 8.44 36.38 292.6 51.54 34.65 • I 10,644.00 8.44 36.38 292.6 51.54 34.65 10,645.00 8.45 36.38 292.6 51.54 34.65 10,646.00 8.45 36.38 292.6 51.54 34.65 10,647.00 8.45 36.38 292.7 51.54 34.65 I 10,648.00 8.45 36.38 292.7 51.54 34.65 10,649.00 8.45 36.38 292.7 51.54 34.65 10,650.00 8.45 36.38 292.7 51.55 34.65 I 10,651.00 8.45 36.38 292.7 51.55 34.65 10,652.00 8.45 36.38 292.8 51.55 34.65 10,653.00 8.45 36.39 292.8 51.55 34.65 10,654.00 8.45 36.39 292.8 51.55 34.65 I 10,655.00 8.45 36.39 292.8 51.55 34.65 10,656.00 8.45 36.39 292.8 51.55 34.65 1 10,657.00 8.45 36.39 292.9 51.55 34.65 I 10,658.00 8.45 36.39 292.9 51.55 34.65 10,659.00 8.45 36.39 292.9 51.56 34.65 10,660.00 8.45 36.39 292.9 51.56 34.65 10,661.00 8.45 36.39 292.9 51.56 34.65 I 10,662.00 8.45 36.40 293.0 51.56 34,65 10,663.00 8.46 36.40 293.0 51.56 34.65 -i 10,664.00 8.46 36.40 293.0 51.56 34.65 I 10,665.00 8.46 36.40 293.0 51.56 34.65 10,666.00 8.46 36.40 293.0 51.56 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] ll 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 58 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top - (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,667.00 8.46 36.40 293.0 51.56 34.65 10,668.00 8.46 36.40 293.1 51.57 34.65 I 10,669.00 8.46 36.40 293.1 51.57 34.65 10,670.00 8.46 36.40 293.1 51.57 34.65 10,671.00 8.46 36.40 293.1 51.57 34.65 10,672.00 8.46 36.41 293.1 51.57 34.65 I 10,673.00 8.46 36.41 293.2 51.57 34.65 10,674.00 8.46 36.41 293.2 51.57 34.65 10,675.00 8.46 36.41 293.2 51.57 34.65 I 10,676.00 8.46 36.41 293.2 51.57 34.65 10,677.00 8.46 36.41 293.2 51.58 34.65 10,678.00 8.46 36.41 293.3 51.58 34.65 10,679.00 8.46 36.41 293.3 51.58 34.65 I 10,680.00 8.46 36.41 293.3 51.58 34.65 10,681.00 8.46 36.42 293.3 51.58 34.65 10,682.00 8.47 36.42 293.3 51.58 34.65 1 10,683.00 8.47 36.42 293.3 51.58 34.65 10,684.00 8.47 36.42 293.4 51.58 34.65 10,685.00 8.47 36.42 293.4 51.58 34.65 10,686.00 8.47 36.42 293.4 51.59 34.65 I 10,687.00 8.47 36.42 293.4 51.59 34.65 10,688.00 8.47 36.42 293.4 51.59 34.65 10,689.00 8.47 36.42 293.5 51.59 34.65 I 10,690.00 8.47 36.42 293.5 51.59 34.65 10,691.00 8.47 36.43 293.5 51.59 34.65 10,692.00 8.47 36.43 293.5 51.59 34.65 10,693.00 8.47 36.43 293.5 51.59 34.65 I 10,694.00 8.47 36.43 293.6 51.59 34.65 10,695.00 8.47 36.43 293.6 51.60 34.65 10,696.00 8.47 36.43 293.6 51.60 34.65 10,697.00 8.47 36.43 _ 293.6 51.60 34.65 I 10,698.00 8.47 36.43 293.6 51.60 34.65 1 10,699.00 8.47 36.43 293.7 51.60 34.65 10,700.00 8.48 36.44 293.7 51.60 34.65 I 10,701.00 8.48 36.44 293.7 51.60 34.65 10,702.00 8.48 36.44 293.7 51.60 34.65 10,703.00 8.48 36.44 293.7 51.60 34.65 I 10,704.00 8.48 36.44 293.7 51.61 34.65 10,705.00 8.48 36.44 293.8 51.61 34.65 10,706.00 8.48 36.44 293.8 51.61 34.65 10,707.00 8.48 36.44 293.8 51.61 34.65 I 10,708.00 8.48 36.44 293.8 51.61 34.65 10,709.00 8.48 36.44 293.8 51.61 34.65 10,710.00 8.48 36.45 293.9 51.61 34.65 I 10,711.00 8.48 36.45 293.9 51.61 34.65 10,712.00 8.48 36.45 293.9 51.61 34.65 10,713.00 8.48 36.45 293.9 51.61 34.65 10,714.00 8.48 36.45 293.9 51.62 34.65 I 10,715.00 8.48 36.45 294.0 51.62 34.65 10,716.00 8.48 36.45 294.0 51.62 34.65 10,717.00 8.48 36.45 294.0 51.62 34.65 10,718.00 8.49 36.45 294.0 51.62 34.65 I 10,719.00 8.49 36.46 294.0 51.62 34.65 Project Engineer: Boyle Engineering y: \... \biilt1s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 59 of 69 1 Table Rating Table for Rectangular Channel 1 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,720.00 8.49 36.46 294.1 51.62 34.65 10,721.00 8.49 36.46 294.1 51.62 34.65 I 10,722.00 8.49 36.46 294.1 51.62 34.65 10,723.00 8.49 36.46 294.1 51.63 34.65 10,724.00 8.49 36.46 294.1 51.63 34.65 10,725.00 8.49 36.46 294.1 51.63 34.65 I 10,726.00 8.49 36.46 294.2 51.63 34.65 10,727.00 8.49 36.46 294.2 51.63 34.65 10,728.00 8.49 36.46 294.2 51.63 34.65 I 10,729.00 8.49 36.47 294.2 51.63 51.63 34.65 10,730.00 8.49 36.47 294.2 34.65 10,731.00 8.49 36.47 294.3 51.63 34.65 10,732.00 8.49 36.47 294.3 51.64 34.65 I 10,733.00 8.49 36.47 294.3 51.64 34.65 10,734.00 8.49 36.47 294.3 51.64 34.65 li 10,735.00 8.49 36.47 294.3 51.64 34.65 - .' 10,736.00 8.50 36.47 294.4 51.64 34.65 10,737.00 8.50 36.47 294.4 51.64 34.65 10,738.00 8.50 36.48 294.4 51.64 34.65 10,739.00 8.50 36.48 294.4 51.64 34.65 I 10,740.00 8.50 36.48 294.4 51.64 34.65 10,741.00 8.50 36.48 294.4 51.65 34.65 10,742.00 8.50 36.48 294.5 51.65 34.65 I 10,743.00 8.50 36.48 294.5 51.65 34.65 10,744.00 8.50 36.48 294.5 51.65 34.65 10,745.00 8.50 36.48 294.5 51.65 34.65 10,746.00 8.50 36.48 294.5 51.65 34.65 I 10,747.00 8.50 36.48 294.6 51.65 34.65 10,748.00 8.50 36.49 294.6 51.65 34.65 10,749.00 8.50 36.49 294.6 51.65 34.65 I 10,750.00 8.50 36.49 294.6 51.66 34.65 10,751.00 8.50 36.49 294.6 51.66 34.65 j 10,752.00 8.50 36.49 294.7 51.66 34.65 -J 10,753.00 8.50 36.49 294.7 51.66 34.65 I 10,754.00 8.50 36.49 294.7 51.66 34.65 10,755.00 8.51 36.49 294.7 51.66 34.65 10,756.00 8.51 36.49 294.7 51.66 34.65 I 10,757.00 8.51 36.50 294.8 51.66 34.65 10,758.00 8.51 36.50 294.8 51.66 34.65 10,759.00 8.51 36.50 294.8 51.67 34.65 10,760.00 8.51 36.50 294.8 51.67 34.65 10,761.00 8.51 36.50 294.8 51.67 34.65 I 10,762.00 8.51 36.50 294.8 51.67 34.65 10,763.00 8.51 36.50 294.9 51.67 34.65 I 10,764.00 8.51 36.50 294.9 51.67 34.65 10,765.00 8.51 36.50 294.9 51.67 34.65 10,766.00 8.51 36.50 294.9 51.67 34.65 10,767.00 8.51 36.51 294.9 51.67 34.65 I 10,768.00 8.51 36.51 295.0 51.68 34.65 10,769.00 8.51 36.51 295.0 51.68 34.65 =a. 10,770.00 8.51 36.51 295.0 51.68 34.65 I 10,771.00 8.51 36.51 295.0 51.68 34.65 10,772.00 8.51 36.51 295.0 51.68 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMasterv6.1 [614n] I 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 60 of 69 1 Table Rating Table for Rectangular Channel _1 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft.) (ft) (ft) 10,773.00 8.52 36.51 295.1 51.68 34.65 10,774.00 8.52 36.51 295.1 51.68 34.65 I 10,775.00 8.52 36.51 295.1 51.68 34.65 10,776.00 8.52 36.52 295.1 51.68 34.65 10,777.00 8.52 36.52 295.1 51.68 34.65 10,778.00 8.52 36.52 295.1 51.69 34.65 I 10,779.00 8.52 36.52 295.2 51.69 34.65 10,780.00 8.52 36.52 295.2 51.69 34.65 10,781.00 8.52 36.52 295.2 51.69 34.65 I 10,782.00 8.52 36.52 295.2 51.69 34.65 10,783.00 8.52 36.52 295.2 51.69 34.65 10,784.00 8.52 36.52 295.3 ' 51.69 34.65 10,785.00 8.52 36.52 295.3 51.69 34.65 I 10,786.00 8.52 36.53 295.3 51.69 34.65 10,787.00 8.52 36.53 295.3 51.70 34.65 l } 10,788.00 8.52 36.53 295.3 51.70 34.65 1 10,789.00 8.52 36.53 295.4 51.70 34.65 10,790.00 8.52 36.53 295.4 51.70 34.65 10,791.00 8.53 36.53 295.4 51.70 ' 34.65 ' 10,792.00 8.53 36.53 295.4 51.70 34.65 I 10,793.00 8.53 36.53 295.4 51.70 34.65 10,794.00 8.53 36.53 295.5 51.70 34.65 10,795.00 8.53 36.53 295.5 51.70 34.65 I 10,796.00 8.53 36.54 295.5 51.71 34.65 10,797.00 8.53 36.54 295.5 51.71 34.65 10,798.00 8.53 36.54 295.5 51.71 34.65 10,799.00 8.53 36.54 295.5 51.71 34.65 I 10,800.00 8.53 36.54 295.6 51.71 34.65 10,801.00 8.53 36.54 295.6 51.71 34.65 10,802.00 8.53 36.54 295.6 51.71 34.65 I 10,803.00 8.53 36.54 295.6 51.71 34.65 10,804.00 8.53 36.54 295.6 51.71 34.65 11 10,805.00 8.53 36.55 295.7 51.72 34.65 10,806.00 8.53 36.55 295.7 51.72 34.65 I 10,807.00 8.53 36.55 295.7 51.72 34.65 10,808.00 8.53 36.55 295.7 51.72 34.65 10,809.00 8.53 36.55 295.7 51.72 34.65 10,810.00 8.54 36.55 295.8 51.72 34.65 I 10,811.00 8.54 36.55 295.8 51.72 34.65 10,812.00 8.54 36.55 295.8 51.72 34.65 10,813.00 8.54 36.55 295.8 51.72 34.65 I 10,814.00 8.54 36.55 295.8 51.73 34.65 10,815.00 8.54 36.56 295.8 51.73 34.65 10,816.00 8.54 36.56 295.9 51.73 34.65 I 10,817.00 8.54 36.56 295.9 51.73 34.65 10,818.00 8.54 36.56 295.9 51.73 34.65 10,819.00 8.54 36.56 295.9 51.73 34.65 10,820.00 8.54 36.56 295.9 51.73 34.65 I 10,821.00 8.54 36.56 296.0 51.73 34.65 10,822.00 8.54 36.56 296.0 51.73 34.65 10,823.00 8.54 36.56 296.0 51.74 34.65 I 1 0,824.00 8.54 36.57 296.0 51.74 34.65 10,825.00 8.54 36.57 296.0 51.74 34.65 Project Engineer: Boyle Engineering I y: \... \billf\\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n) 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 61 of 69 1 Table Rating Table for Rectangular Channel Discharge Depth Velocity 9 P Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,826.00 8.54 36.57 296.1 51.74 34.65 10,827.00 8.54 36.57 296.1 51.74 34.65 I 10,828.00 8.55 36.57 296.1 51.74 34.65 10,829.00 8.55 36.57 296.1 51.74 34.65 10,830.00 8.55 36.57 296.1 51.74 34.65 10,831.00 8.55 36.57 296.2 51.74 34.65 10,832.00 8.55 36.57 296.2 51.74 34.65 10,833.00 8.55 36.57 296.2 51.75 34.65 10,834.00 8.55 36.58 296.2 51.75 34.65 I 10,835.00 8.55 36.58 296.2 51.75 34.65 10,836.00 8.55 36.58 296.2 51.75 34.65 10,837.00 8.55 36.58 296.3 51.75 34.65 10,838.00 8.55 36.58 296.3 51.75 34.65 I 10,839.00 8.55 36.58 296.3 51.75 34.65 10,840.00 8.55 36.58 296.3 51.75 34.65 10,841.00 8.55 36.58 296.3 51.75 34.65 10,842.00 8.55 36.58 296.4 51.76 34.65 10,843.00 8.55 36.59 296.4 51.76 34.65 10,844.00 8.55 36.59 296.4 51.76 34.65 10,845.00 8.55 36.59 296.4 51.76 34.65 I 10,846.00 8.56 36.59 296.4 51.76 34.65 10,847.00 8.56 36.59 296.5 51.76 34.65 10,848.00 8.56 36.59 296.5 51.76 34.65 I 10,849.00 8.56 36.59 296.5 51.76 34.65 10,850.00 8.56 36.59 296.5 51.76 34.65 10,851.00 8.56 36.59 296.5 51.77 34.65 10,852.00 8.56 36.59 296.5 51.77 34.65 I 10,853.00 8.56 36.60 296.6 51.77 34.65 10,854.00 8.56 36.60 296.6 51.77 34.65 10,855.00 8.56 36.60 296.6 51.77 34.65 I 10,856.00 8.56 36.60 296.6 51.77 34.65 10,857.00 8.56 36.60 296.6 51.77 34.65 10,858.00 8.56 36.60 296.7 51.77 34.65 10,859.00 8.56 36.60 296.7 51.77 34.65 I 10,860.00 8.56 36.60 296.7 51.78 34.65 10,861.00 8.56 36.60 296.7 51.78 34.65 10,862.00 8.56 36.60 296.7 51.78 34.65 10,863.00 8.56 36.61 296.8 51.78 34.65 I 10,864.00 8.56 36.61 296.8 51.78 34.65 10,865.00 8.57 36.61 296.8 51.78 34.65 10,866.00 8.57 36.61 296.8 51.78 34.65 I 10,867.00 8.57 36.61 296.8 51.78 34.65 10,868.00 8.57 36.61 296.9 51.78 34.65 10,869.00 8.57 36.61 296.9 51.79 34.65 1 10,870.00 8.57 36.61 296.9 51.79 34.65 1 10,871.00 8.57 36.61 296.9 51.79 34.65 10,872.00 8.57 36.62 296.9 51.79 34.65 10,873.00 8.57 36.62 296.9 51.79 34.65 I 10,874.00 8.57 36.62 297.0 51.79 34.65 10,875.00 8.57 36.62 297.0 51.79 34.65 o 10,876.00 8.57 36.62 297.0 51.79 34.65 I 10,877.00 8.57 36.62 297.0 51.79 34.65 10,878.00 8.57 36.62 297.0 51.80 34.65 Project Engineer: Boyle Engineering y: \...\billf\s20 \jurupa- basin184_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 62 of 69 1 Table Rating Table for Rectangular Channel 1 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,879.00 8.57 36.62 297.1 51.80 34.65 10,880.00 8.57 36.62 297.1 51.80 34.65 I 10,881.00 8.57 36.62 297.1 51.80 34.65 10,882.00 8.57 36.63 297.1 51.80 34.65 10,883.00 8.58 36.63 297.1 51.80 34.65 I 10,884.00 8.58 36.63 297.2 51.80 34.65 10,885.00 8.58 36.63 297.2 51.80 34.65 10,886.00 8.58 36.63 297.2 51.80 34.65 10,887.00 8.58 36.63 297.2 51.80 34.65 I 10,888.00 8.58 36.63 297.2 51.81 34.65 10,889.00 8.58 36.63 297.2 51.81 34.65 10,890.00 8.58 36.63 297.3 51.81 34.65 I 10,891.00 8.58 36.63 297.3 51.81 34.65 10,892.00 8.58 36.64 297.3 51.81 34.65 10,893.00 8.58 36.64 297.3 51.81 34.65 1 10,894.00 8.58 36.64 297.3 51.81 34.65 10,895.00 8.58 36.64 297.4 51.81 34.65 10,896.00 8.58 36.64 297.4 51.81 34.65 10,897.00 8.58 36.64 297.4 51.82 34.65 10,898.00 8.58 36.64 297.4 51.82 34.65 I 10,899.00 8.58 36.64 297.4 51.82 34.65 10,900.00 8.58 36.64 297.5 51.82 34.65 10,901.00 8.59 36.65 297.5 51.82 34.65 I 10,902.00 8.59 36.65 297.5 51.82 34.65 10,903.00 8.59 36.65 297.5 51.82 34.65 10,904.00 8.59 36.65 297.5 51.82 34.65 10,905.00 8.59 36.65 297.5 51.82 34.65 I 10,906.00 8.59 36.65 297.6 51.83 34.65 10,907.00 8.59 36.65 297.6 51.83 34.65 10,908.00 8.59 36.65 297.6 51.83 34.65 I 10,909.00 8.59 36.65 297.6 51.83 34.65 10,910.00 8.59 36.65 297.6 51.83 34.65 -1 10,911.00 8.59 36.66 297.7 51.83 34.65 ..1 10,912.00 8.59 36.66 297.7 51.83 34.65 I 10,913.00 8.59 36.66 297.7 51.83 34.65 10,914.00 8.59 36.66 297.7 51.83 34.65 10,915.00 8.59 36.66 297.7 51.84 34.65 I 10,916.00 8.59 36.66 297.8 51.84 34.65 10,917.00 8.59 36.66 297.8 51.84 34.65 10,918.00 8.59 36.66 297.8 51.84 34.65 10,919.00 8.59 36.66 297.8 51.84 34.65 I 10,920.00 8.60 36.66 297.8 51.84 34.65 10,921.00 8.60 36.67 297.9 51.84 34.65 10,922.00 8.60 36.67 297.9 51.84 34.65 I 10,923.00 8.60 36.67 297.9 51.84 34.65 10,924.00 8.60 36.67 297.9 51.85 34.65 10,925.00 8.60 36.67 297.9 51.85 34.65 10,926.00 8.60 36.67 297.9 51.85 34.65 I 10,927.00 8.60 36.67 298.0 51.85 34.65 10,928.00 8.60 36.67 298.0 51.85 34.65 1 10,929.00 8.60 36.67 298.0 51.85 34.65 I 10,930.00 8.60 36.68 298.0 51.85 34.65 10,931.00 8.60 36.68 298.0 51.85 34.65 Project Engineer. Boyle Engineering I y: \... \bilif\s20\jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 (614n] 05/28/03 09:50:00 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 - 1666 Page 63 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Row Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width • I (ft (ft) (ft) 10,932.00 8.60 36.68 298.1 51.85 34.65 10,933.00 8.60 36.68 298.1 51.86 34.65 I 10,934.00 8.60 36.68 298.1 51.86 34.65 10,935.00 8.60 36.68 298.1 51.86 34.65 10,936.00 8.60 36.68 298.1 51.86 34.65 10,937.00 8.60 36.68 298.2 51.86 34.65 I 10,938.00 8.61 36.68 298.2 51.86 34.65 10,939.00 8.61 36.68 298.2 51.86 34.65 10,940.00 8.61 36.69 298.2 51.86 34.65 I 10,941.00 8.61 36.69 298.2 51.86 34.65 10,942.00 8.61 36.69 298.2 51.86 34.65 10,943.00 8.61 36.69 298.3 51.87 34.65 10,944.00 8.61 36.69 298.3 51.87 ' 34.65 I 10,945.00 8.61 36.69 298.3 51.87 34.65 10,946.00 8.61 36.69 298.3 51.87 34.65 10,947.00 8.61 36.69 298.3 51.87 34.65 ii 10,948.00 8.61 36.69 298.4 51.87 34.65 10,949.00 8.61 36.69 298.4 51.87 34.65 10,950.00 8.61 36.70 298.4 51.87 34.65 10,951.00 8.61 36.70 298.4 51.87 34.65 I 10,952.00 8.61 36.70 298.4 51.88 34.65 10,953.00 8.61 36.70 298.5 51.88 34.65 10,954.00 8.61 36.70 298.5 51.88 34.65 I 10,955.00 8.61 36.70 298.5 51.88 34.65 10,956.00 8.62 36.70 298.5 51.88 34.65 10,957.00 8.62 36.70 298.5 51.88 34.65 10,958.00 8.62 36.70 298.5 51.88 34.65 I 10,959.00 8.62 36.71 298.6 51.88 34.65 10,960.00 8.62 36.71 298.6 51.88 34.65 10,961.00 8.62 36.71 298.6 51.89 34.65 I 10,962.00 8.62 36.71 298.6 51.89 34.65 10,963.00 8.62 36.71 298.6 51.89 34.65 10,964.00 8.62 36.71 298.7 51.89 34.65 10,965.00 8.62 36.71 298.7 51.89 34.65 I 10,966.00 8.62 36.71 298.7 51.89 34.65 10,967.00 8.62 36.71 298.7 51.89 34.65 10,968.00 8.62 36.71 298.7 51.89 34.65 I 10,969.00 8.62 36.72 298.8 51.89 34.65 10,970.00 8.62 36.72 298.8 51.90 34.65 10,971.00 8.62 36.72 298.8 51.90 34.65 10,972.00 8.62 36.72 298.8 51.90 34.65 I 10,973.00 8.62 36.72 298.8 51.90 34.65 10,974.00 8.62 36.72 298.9 51.90 34.65 10,975.00 8.63 36.72 298.9 51.90 34.65 I 10,976.00 8.63 36.72 298.9 51.90 34.65 , 10,977.00 8.63 36.72 298.9 51.90 34.65 10,978.00 8.63 36.72 298.9 51.90 34.65 10,979.00 8.63 36.73 298.9 51.91 34.65 I 10,980.00 8.63 36.73 299.0 51.91 34.65 10,981.00 8.63 36.73 299.0 51.91 34.65 10,982.00 8.63 36.73 299.0 51.91 34.65 1 10,983.00 8.63 36.73 299.0 51.91 34.65 10,984.00 8.63 36.73 299.0 51.91 34.65 Project Engineer. Boyle Engineering y: \...\billf\s20 \jurupa- basin \84 -4.fm2 Boyle Engineering FlowMaster v6.1 (614n] 05/28/03 09:50:00 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 64 of 69 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 10,985.00 8.63 36.73 299.1 51.91 34.65 10,986.00 8.63 36.73 299.1 51.91 34.65 I 10,987.00 8.63 36.73 299.1 51.91 34.65 10,988.00 8.63 36.74 299.1 51.91 34.65 10,989.00 8.63 36.74 299.1 51.92 34.65 10,990.00 8.63 36.74 299.2 51.92 34.65 I 10,991.00 8.63 36.74 299.2 51.92 34.65 10,992.00 8.63 36.74 299.2 51.92 34.65 10,993.00 8.64 36.74 299.2 51.92 34.65 I 10,994.00 8.64 36.74 299.2 51.92 34.65 10,995.00 8.64 36.74 299.2 51.92 34.65 10,996.00 8.64 36.74 299.3 51.92 34.65 10,997.00 8.64 36.74 299.3 51.92 34.65 10,998.00 8.64 36.75 299.3 51.93 34.65 10,999.00 8.64 36.75 299.3 51.93 34.65 11,000.00 8.64 36.75 299.3 51.93 34.65 11,001.00 8.64 36.75 299.4 51.93 34.65 11 ,002.00 8.64 36.75 299.4 51.93 34.65 11,003.00 8.64 36.75 299.4 51.93 34.65 11,004.00 8.64 36.75 299.4 51.93 34.65 I 11,005.00 8.64 36.75 299.4 51.93 34.65 11,006.00 8.64 36.75 299.5 51.93 34.65 11,007.00 8.64 36.75 299.5 51.94 34.65 I 11,008.00 8.64 36.76 299.5 51.94 34.65 11,009.00 8.64 36.76 299.5 51.94 34.65 11,010.00 8.64 36.76 299.5 51.94 34.65 11,011.00 8.64 36.76 299.5 51.94 34.65 I 11,012.00 8.65 36.76 299.6 51.94 34.65 11,013.00 8.65 36.76 299.6 51.94 34.65 11,014.00 8.65 36.76 299.6 51.94 34.65 I 11,015.00 8.65 36.76 299.6 51.94 34.65 11,016.00 8.65 36.76 299.6 51.95 34.65 11,017.00 8.65 36.76 299.7 51.95 34.65 11,018.00 8.65 36.77 299.7 51.95 34.65 I 11,019.00 8.65 36.77 299.7 51.95 34.65 11,020.00 8.65 36.77 299.7 51.95 34.65 11,021.00 8.65 36.77 299.7 51.95 34.65 11 ,022.00 8.65 36.77 299.8 51.95 34.65 I 11,023.00 8.65 36.77 299.8 51.95 34.65 11,024.00 8.65 36.77 299.8 51.95 34.65 11,025.00 8.65 36.77 299.8 51.96 34.65 I 11,026.00 8.65 36.77 299.8 51.96 34.65 11 ,027.00 8.65 36.78 299.8 51.96 34.65 11,028.00 8.65 36.78 299.9 51.96 34.65 I 11,029.00 8.65 36.78 299.9 51.96 34.65 11,030.00 8.66 36.78 299.9 51.96 34.65 11,031.00 8.66 36.78 299.9 51.96 34.65 11,032.00 8.66 36.78 299.9 51.96 34.65 I 11,033.00 8.66 36.78 300.0 51.96 34.65 11,034.00 8.66 36.78 300.0 51.96 34.65 ' 11,035.00 8.66 36.78 300.0 51.97 34.65 I '11,036.00 8.66 36.78 300.0 51.97 34.65 11,037.00 8.66 36.79 300.0 51.97 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20\jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 65 of 69 1 Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (pfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 11,038.00 8.66 36.79 300.1 51.97 34.65 11,039.00 8.66 36.79 300.1 51.97 34.65 I 11,040.00 8.66 36.79 300.1 51.97 34.65 11,041.00 8.66 36.79 300.1 51.97 34.65 11,042.00 . 8.66 36.79 300.1 51.97 34.65 11,043.00 8.66 36.79 300.1 51.97 34.65 I 11,044.00 8.66 36.79 300.2 51.98 34.65 11,045.00 8.66 36.79 300.2 51.98 34.65 11,046.00 8.66 36.79 300.2 51.98 34.65 I 11,047.00 8.66 36.80 300.2 51.98 34.65 11,048.00 8.67 36.80 300.2 51.98 34.65 11,049.00 8.67 36.80 300.3 51.98 34.65 I 11,050.00 8.67 36.80 300.3 51.98 34.65 11,051.00 8.67 36.80 300.3 51.98 34.65 11,052.00 8.67 36.80 300.3 51.98 34.65 11,053.00 8.67 36.80 300.3 51.99 34.65 1 11,054.00 8.67 36.80 300.4 51.99 34.65 11,055.00 8.67 36.80 300.4 51.99 34.65 11,056.00 8.67 36.80 300.4 51.99 34.65 I 11,057.00 8.67 36.81 300.4 51.99 34.65 11,058.00 8.67 36.81 300.4 51.99 34.65 11,059.00 8.67 36.81 300.5 51.99 34.65 11,060.00 8.67 36.81 300.5 51.99 34.65 I 11,061.00 8.67 36.81 300.5 51.99 34.65 11,062.00 8.67 36.81 300.5 52.00 34.65 11,063.00 8.67 36.81 300.5 52.00 34.65 11,064.00 8.67 36.81 300.5 52.00 34.65 I 11,065.00 8.67 36.81 300.6 52.00 34.65 11,066.00 8.67 36.82 300.6 52.00 34.65 11,067.00 8.68 36.82 300.6 52.00 34.65 I 11,068.00 8.68 36.82 300.6 52.00 34.65 11,069.00 8.68 36.82 300.6 52.00 34.65 J 11,070.00 8.68 36.82 300.7 52.00 34.65 11,071.00 8.68 36.82 300.7 52.01 34.65 I 11,072.00 8.68 36.82 300.7 52.01 34.65 11,073.00 8.68 36.82 300.7 52.01 34.65 11,074.00 8.68 36.82 300.7 52.01 34.65 I 11,075.00 8.68 36.82 300.8 52.01 34.65 11,076.00 8.68 36.83 300.8 52.01 34.65 11,077.00 8.68 36.83 300.8 52.01 34.65 11,078.00 8.68 36.83 300.8 52.01 34.65 I 11,079.00 8.68 36.83 300.8 52.01 34.65 11,080.00 8.68 36.83 300.8 52.01 34.65 11,081.00 8.68 36.83 300.9 52.02 34.65 I 11,082.00 8.68 36.83 300.9 52.02 34.65 11,083.00 8.68 36.83 300.9 52.02 34.65 11,084.00 8.68 36.83 300.9 52.02 34.65 11,085.00 8.69 36.83 300.9 52.02 34.65 11,086.00 8.69 36.84 301.0 52.02 34.65 11,087.00 8.69 36.84 301.0 52.02 34.65 1 11,088.00 8.69 36.84 301.0 52.02 34.65 I 11,089.00 8.69 36.84 301.0 52.02 34.65 11,090.00 8.69 36.84 301.0 52.03 34.65 Project Engineer: Boyle Engineering I y: \...\billf\s20 \jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 66 of 69 Table Rating Table for Rectangular Channel 1 jDischar Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) Il 1,091.00 8.69 36.84 301.1 52.03 34.65 :11,092.00 8.69 36.84 301.1 52.03 34.65 1 1,093.00 8.69 36.84 301.1 52.03 34.65 1,094.00 8.69 36.84 301.1 52.03 34.65 11,095.00 8.69 36.84 301.1 52.03 34.65 I 1,096.00 8.69 36.85 301.1 52.03 34.65 1,097.00 8.69 36.85 301.2 52.03 34.65 1,098.00 8.69 36.85 301.2 52.03 34.65 11,099.00 8.69 36.85 301.2 52.04 34.65 1 1,100.00 8.69 36.85 301.2 52.04 34.65 1,101.00 8.69 36.85 301.2 52.04 34.65 11,102.00 8.69 . 36.85 301.3 52.04 34.65 I 1,103.00 � 8.69 36.85 301.3 52.04 34.65 1,104.00 8.70 36.85 301.3 52.04 34.65 1,105.00 8.70 36.86 301.3 52.04 34.65 1 11,106.00 8.70 36.86 301.3 52.04 34.65 i 1,107.00 8.70 36.86 301.4 52.04 34.65 1,108.00 8.70 36.86 301.4 52.05 34.65 11,109.00 8.70 36.86 301.4 52.05 34.65 I 1,110.00 8.70 36.86 301.4 52.05 34.65 1,111.00 8.70 36.86 301.4 52.05 34.65 1,112.00 8.70 36.86 301.4 52.05 34.65 11,113.00 8.70 36.86 301.5 52.05 34.65 i 1,114.00 8.70 36.86 301.5 52.05 34.65 1,115.00 8.70 36.87 301.5 52.05 34.65 11,116.00 8.70 36.87 301.5 52.05 34.65 1 11,117.00 8.70 36.87 301.5 52.05 34.65 1,118.00 8.70 36.87 301.6 52.06 34.65 1,119.00 8.70 36.87 301.6 52.06 34.65 11,120.00 8.70 36.87 301.6 52.06 34.65 i 1,121.00 8.70 36.87 301.6 52.06 34.65 1,122.00 8.71 36.87 301.6 52.06 34.65 11,123.00 8.71 36.87 301.7 52.06 34.65 ' 11,124.00 8.71 36.87 301.7 52.06 34.65 1,125.00 8.71 36.88 301.7 52.06 34.65 1,126.00 8.71 36.88 301.7 52.06 34.65 11,127.00 8.71 36.88 301.7 52.07 34.65 11 1,128.00 8.71 36.88 301.7 52.07 34.65 1,129.00 8.71 36.88 301.8 52.07 34.65 11,130.00 8.71 36.88 301.8 52.07 34.65 � 11,131.00 8.71 36.88 301.8 52.07 34.65 1,1 32.00 8.71 36.88 301.8 52.07 34.65 1,133.00 8.71 36.88 301.8 52.07 34.65 11,134.00 8.71 36.88 301.9 52.07 34.65 1 1,135.00 8.71 36.89 301.9 52.07 34.65 1,136.00 8.71 36.89 301.9 52.08 34.65 11,137.00 8.71 36.89 301.9 52.08 34.65 11,138.00 8.71 36.89 301.9 52.08 34.65 1,139.00 8.71 36.89 302.0 52.08 34.65 1,140.00 8.71- 36.89 302.0 52.08 34.65 11 11,141.00 8.72 36.89 302.0 52.08 34.65 1,142.00 8.72 36.89 302.0 52.08 34.65 11,143.00 8.72 36.89 302.0 52.08 34.65 Project Engineer: Boyle Engineering \billf\s20\jurupa- basin \84_outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] /28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 67 of 69 I Table Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width 1 (ft (ft) (ft) I 11,144.00 8.72 36.89 302.0 52.08 34.65 11,145.00 8.72 36.90 302.1 52.09 34.65 11,146.00 8.72 36.90 302.1 52.09 34.65 I 11,147.00 8.72 36.90 302.1 52.09 34.65 11,148.00 8.72 36.90 302.1 52.09 34.65 11,149.00 8.72 36.90 302.1 52.09 34.65 I 11,150.00 8.72 36.90 302.2 52.09 34.65 11,151.00 8.72 36.90 302.2 52.09 34.65 11,152.00 8.72 36.90 302.2 52.09 34.65 11,153.00 8.72 36.90 302.2 52.09 34.65 I 11,154.00 8.72 36.90 302.2 52.10 34.65 11,155.00 8.72 36.91 302.3 52.10 34.65 11,156.00 8.72 36.91 302.3 52.10 34.65 I 11,157.00 8.72 36.91 302.3 52.10 34.65 11,158.00 8.72 36.91 302.3 52.10 34.65 11,159.00 8.73 36.91 302.3 52.10 34.65 11,160.00 • 8.73 36.91 302.3 52.10 34.65 11,161.00 8.73 36.91 302.4 52.10 34.65 11,162.00 8.73 36.91 302.4 52.10 34.65 • 11,163.00 8.73 36.91 302.4 52.10 34.65 11,164.00 8.73 36.92 302.4 52.11 34.65 I 11,165.00 8.73 36.92 302.4 52.11 34.65 11,166.00 8.73 36.92 302.5 52.11 34.65 11,167.00 8.73 36.92 302.5 52.11 34.65 I 11,168.00 8.73 36.92 302.5 52.11 34.65 11,169.00 8.73 36.92 302.5 52.11 34.65 11,170.00 8.73 36.92 302.5 52.11 34.65 11,171.00 8.73 36.92 302.6 52.11 34.65 I 11,172.00 8.73 36.92 302.6 52.11 34.65 11,173.00 8.73 36.92 302.6 52.12 34.65 11,174.00 8.73 36.93 302.6 52.12 34.65 I 11,175.00 8.73 36.93 302.6 52.12 34.65 11,176.00 8.73 36.93 302.6 52.12 34.65 11,177.00 8.73 36.93 302.7 52.12 34.65 11,178.00 8.74 36.93 302.7 52.12 34.65 I 11,179.00 8.74 36.93 302.7 52.12 34.65 11,180.00 8.74 36.93 302.7 52.12 34.65 11,181.00 8.74 36.93 302.7 52.12 34.65 I 11,182.00 8.74 36.93 302.8 52.13 34.65 11,183.00 8.74 36.93 302.8 52.13 34.65 11,184.00 8.74 36.94 302.8 52.13 34.65 11,185.00 8.74 36.94 302.8 52.13 34.65 I 11,186.00 8.74 36.94 302.8 52.13 34.65 11,187.00 8.74 36.94 302.9 52.13 34.65 11,188.00 8.74 36.94 302.9 52.13 34.65 I 11,189.00 8.74 36.94 302.9 52.13 34.65 11,190.00 8.74 36.94 302.9 52.13 34.65 11,191.00 8.74 36.94 302.9 52.14 34.65 11,192.00 8.74 36.94 302.9 52.14 34.65 I 11,193.00 8.74 36.94 303.0 52.14 34.65 11,194.00 8.74 36.95 303.0 52.14 34.65 7 11,195.00 8.74 36.95 303.0 52.14 34.65 I 11,196.00 8.75 36.95 303.0 52.14 34.65 Project Engineer: Boyle Engineering y: \... \billf\s20\jurupa- basin \84_outlet -4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 68 of 69 I Table Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top 1 (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) , I 11,197.00 8.75 36.95 303.0 52.14 34.65 11,198.00 8.75 36.95 303.1 52.14 34.65 11,199.00 8.75 36.95 303.1 52.14 34.65 I 11,200.00 8.75 36.95 303.1 52.14 34.65 11,201.00 8.75 36.95 303.1 52.15 34.65 11,202.00 8.75 36.95 303.1 52.15 34.65 I 11,203.00 8.75 36.95 303.2 52.15 34.65 11,204.00 8.75 36.96 303.2 52.15 34.65 11,205.00 8.75 36.96 303.2 52.15 34.65 11,206.00 8.75 36.96 303.2 52.15 34.65 I 11,207.00 8.75 36.96 303.2 52.15 34.65 11,208.00 8.75 36.96 303.2 52.15 34.65 11,209.00 8.75 36.96 303.3 52.15 34.65 11,210.00 8.75 36.96 303.3 52.16 34.65 I 11,211.00 8.75 36.96 303.3 52.16 34.65 11,212.00 8.75 36.96 303.3 52.16 34.65 71 11,213.00 8.75 36.96 303.3 52.16 34.65 1 1 1 1 I 1 1 1 1 1 1 Project Engineer: Boyle Engineering y:\...\billf\s20\jurupa-basin\84 _outlet_1 -4.fm2 Boyle Engineering FlowMaster v6.1 (614n] 05/28/03 09:50:00 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 69 of 69 1 1 1 1 1 Appendix C- Normal Depth Calculations, Mainline San Sevaine Channel 72" Diameter & 96" Diamter Outlets 1 1 1 • 1 1 1 .11 1 1 f304fLE 1 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel -I Project Description Worksheet Dn MAINLINE CHANNEL 4 I Flow Element Rectangular Channel Method Manning's Formula Solve For Channel Depth 1 Input Data Mannings Coefficient 0.013 I Slope 0.011800 ft/ft Bottom Width 36.00 ft Attribute Minimum Maximum Increment D ischarge (cfs) 7,800.00 12,300.00 1.00 I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) 7,800.00 6.27 34.58 225.6 48.53 36.00 i 7,801.00 6.27 34.58 225.6 48.53 36.00 III 7,802.00 6.27 34.58 225.6 48.53 36.00 7,803.00 6.27 34.58 225.6 48.53 36.00 I 7,804.00 6.27 34.59 225.6 48.54 36.00 7,805.00 6.27 34.59 225.7 48.54 36.00 7,806.00 6.27 34.59 225.7 48.54 36.00 7,807.00 6.27 34.59 225.7 48.54 36.00 I 7,808.00 6.27 34.59 225.7 48.54 48.54 36.00 , 7,809.00 6.27 34.59 225.7 36.00 7,810.00 6.27 34.59 225.8 48.54 36.00 I 7,811.00 6.27 34.60 225.8 48.54 36.00 7,812.00 6.27 34.60 225.8 48.54 36.00 7,813.00 6.27 34.60 225.8 48.55 36.00 7,814.00 6.27 34.60 225.8 48.55 36.00 ' 7,815.00 6.27 34.60 225.9 48.55 36.00 7,816.00 6.27 34.60 225.9 48.55 36.00 7,817.00 6.27 34.60 225.9 48.55 36.00 7,818.00 6.28 34.61 225.9 48.55 36.00 I 7,819.00 6.28 34.61 225.9 48.55 36.00 7,820.00 6.28 34.61 226.0 48.55 36.00 7,821.00 6.28 34.61 226.0 48.55 36.00 I 7,822.00 6.28 34.61 226.0 48.55 36.00 7,823.00 6.28 34.61 226.0 48.56 36.00 7,824.00 6.28 34.62 226.0 48.56 36.00 7,825.00 6.28 34.62 226.0 48.56 36.00 I 7,826.00 6.28 34.62 226.1 48.56 36.00 7,827.00 6.28 34.62 226.1 48.56 36.00 7,828.00 6.28 34.62 226.1 48.56 36.00 I 7,829.00 6.28 34.62 226.1 48.56 36.00 7,830.00 6.28 34.62 226.1 48.56 36.00 7,831.00 6.28 34.63 226.2 48.56 36.00 7,832.00 6.28 34.63 226.2 48.57 36.00 I 7,833.00 6.28 34.63 226.2 48.57 36.00 7,834.00 6.28 34.63 226.2 48.57 36.00 : 7,835.00 6.28 34.63 226.2 48.57 36.00 I 7,836.00 6.29 34.63 226.3 48.57 36.00 Project Engineer: Boyle Engineering y: \...\jurupa basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel -' Discharge Depth Velocity F low Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 7,837.00 6.29 34.63 226.3 48.57 36.00 7,838.00 6.29 34.64 226.3 48.57 36.00 7,839.00 6.29 34.64 226:3 48.57 36.00 I 7,840.00 6.29 34.64 226.3 48.57 36.00 7,841.00 6.29 34.64 226.4 48.58 36.00 7,842.00 6.29 34.64 226.4 48.58 36.00 I 7,843.00 6.29 34.64 226.4 48.58 36.00 7,844.00 6.29 34.64 226.4 48.58 36.00 7,845.00 6.29 34.65 226.4 48.58 36.00 7,846.00 6.29 34.65 226.5 48.58 36.00 I 7,847.00 6.29 34.65 226.5 48.58 36.00 7,848.00 6.29 34.65 226.5 48.58 36.00 7,849.00 6.29 34.65 226.5 48.58 36.00 7,850.00 6.29 34.65 226.5 48.59 36.00 7,851.00 6.29 34.65 226.6 48.59 36.00 7,852.00 6.29 34.66 226.6 48.59 36.00 7,853.00 6.29 34.66 226.6 48.59 36.00 1 7,854.00 6.29 34.66 226.6 48.59 36.00 7,855.00 6.30 34.66 226.6 48.59 36.00 _ 7,856.00 6.30 34.66 226.6 48.59 36.00 I 7,857.00 6.30 34.66 226.7 48.59 36.00 7,858.00 6.30 34.66 226.7 48.59 36.00 7,859.00 6.30 34.67 226.7 48.59 36.00 7,860.00 6.30 34.67 226.7 48.60 36.00 I 7,861.00 6.30 34.67 226.7 48.60 36.00 7,862.00 6.30 34.67 226.8 48.60 36.00 7,863.00 6.30 34.67 226.8 48.60 36.00 7,864.00 6.30 34.67 226.8 48.60 36.00 I 7,865.00 6.30 34.68 226.8 48.60 36.00 7,866.00 6.30 34.68 226.8 48.60 36.00 7,867.00 6.30 34.68 226.9 48.60 36.00 7,868.00 6.30 34.68 226.9 48.60 36.00 III 7,869.00 6.30 34.68 226.9 48.61 36.00 7,870.00 6.30 34.68 226.9 48.61 36.00 7,871.00 6.30 34.68 226.9 48.61 36.00 7,872.00 6.30 34.69 227.0 48.61 36.00 7,873.00 6.30 34.69 227.0 48.61 36.00 7,874.00 6.31 34.69 227.0 48.61 36.00 I 7,875.00 6.31 34.69 227.0 48.61 36.00 7,876.00 6.31 34.69 227.0 48.61 36.00 7,877.00 6.31 34.69 227.1 48.61 36.00 7,878.00 6.31 34.69 227.1 48.62 36.00 I 7,879.00 6.31 34.70 227.1 48.62 36.00 7,880.00 6.31 34.70 227.1 48.62 36.00 7,881.00 6.31 34.70 227.1 48.62 36.00 I 7,882.00 6.31 34.70 227.1 48.62 48.62 36.00 7,883.00 6.31 34.70 227.2 36.00 7,884.00 6.31 34.70 227.2 48.62 36.00 I 7,885.00 6.31 34.70 227.2 48.62 36.00 7,886.00 6.31 34.71 227.2 48.62 36.00 7,887.00 6.31 34.71 227.2 48.62 36.00 J 7,888.00 6.31 34.71 227.3 48.63 36.00 7,889.00 6.31 34.71 227.3 48.63 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] E. 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 2 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel - I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 7,890.00 6.31 34.71 227.3 48.63 36.00 7,891.00 6.31 34.71 227.3 48.63 36.00 7,892.00 6.32 34.71 227.3 48.63 36.00 • I 7,893.00 6. 227.4 48.63 36.00 7,894.00 6.32 32 34.72 34.72 227.4 48.63 36.00 7,895.00 6.32 34.72 227.4 48.63 36.00 I 7,896.00 6.32 34.72 227.4 48.63 36.00 7,897.00 6.32 34.72 227.4 48.64 36.00 7,898.00 6.32 34.72 227.5 48.64 36.00 7,899.00 6.32 34.72 227.5 48.64 36.00 I 7,900.00 6.32 34.73 227.5 48.64 36.00 7,901.00 6.32 34.73 227.5 48.64 36.00 7,902.00 6.32 34.73 227.5 48.64 36.00 I 7,903.00 6.32 34.73 227.6 48.64 36.00 7,904.00 6.32 34.73 227.6 48.64 36.00 7,905.00 6.32 34.73 227.6 48.64 36.00 7,906.00 6.32 34.73 227.6 48.65 36.00 1 7,907.00 6.32 34.74 227.6 48.65 36.00 7,908.00 6.32 34.74 227.6 48.65 36.00 7,909.00 6.32 34.74 227.7 48.65 36.00 I 7,910.00 6.32 34.74 227.7 48.65 36.00 7,911.00 6.33 34.74 227.7 48.65 36.00 7,912.00 6.33 34.74 227.7 48.65 36.00 7,913.00 6.33 34.74 227.7 48.65 36.00 I 7,914.00 6.33 34.75 227.8 48.65 36.00 7,915.00 6.33 34.75 227.8 48.65 36.00 7,916.00 6.33 34.75 227.8 48.66 36.00 I 7,917.00 6.33 34.75 227.8 48.66 36.00 7,918.00 6.33 34.75 227.8 • 48.66 36.00 7,919.00 6.33 34.75 227.9 48.66 36.00 7,920.00 6.33 34.75 227.9 48.66 36.00 7,921.00 6.33 34.76 227.9 48.66 36.00 7,922.00 6.33 34.76 227.9 48.66 36.00 7,923.00 6.33 34.76 227.9 48.66 36.00 I 7,924.00 6.33 34.76 228.0 48.66 36.00 7,925.00 6.33 34.76 228.0 48.67 36.00 7,926.00 6.33 34.76 228.0 48.67 36.00 7,927.00 6.33 34.77 228.0 48.67 36.00 I 7,928.00 6.33 34.77 228.0 48.67 36.00 7,929.00 6.33 34.77 228.1 48.67 36.00 7,930.00 6.34 34.77 228.1 48.67 36.00 I 7,931.00 6.34 34.77 228.1 48.67 36.00 7,932.00 6.34 34.77 228.1 48.67 36.00 7,933.00 6.34 34.77 228.1 48.67 36.00 7,934.00 6.34 34.78 228.2 48.68 36.00 I 7,935.00 6.34 34.78 228.2 48.68 36.00 7,936.00 6.34 34.78 228.2 48.68 36.00 7,937.00 6.34 34.78 228.2 48.68 36.00 I 7,938.00 6.34 34.78 228.2 48.68 36.00 7,939.00 6.34 34.78 228.2 48.68 36.00 7,940.00 6.34 34,78 228.3 48.68 36.00 I) 7,941.00 6.34 34.79 228.3 48.68 36.00 I 7,942.00 6.34 34.79 228.3 48.68 36.00 Project Engineer: Boyle Engineering y: \... \jurupa basin \dn run4.fm2 Boyle Engineering FlowMasterv6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 3 of 86 . I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I . -I Discharge Depth Velocity Flow Wetted Top 1 (cfs) (ft) (fUs) Area Perimeter Width 1 (ft (ft) (ft) 7,943.00 6.34 34.79 228.3 48.68 36.00 7,944.00 6.34 34.79 228.3 48.69 36.00 7,945.00 6.34 34.79 228.4 48.69 36.00 I 7,946.00 6.34 34.79 228.4 48.69 36.00 7,947.00 6.34 34.79 228.4 48.69 36.00 7,948.00 6.35 34.80 228.4 48.69 36.00 I 7,949.00 6.35 34.80 228.4 48.69 36.00 7,950.00 6.35 34.80 228.5 48.69 36.00 7,951.00 6.35 34.80 228.5 48.69 36.00 I 7,952.00 6.35 34.80 228.5 48.69 36.00 7,953.00 6.35 34.80 228.5 48.70 36.00 7,954.00 6.35 34.80 228.5 48.70 36.00 7,955.00 6.35 34.81 228.6 48.70 36.00 I 7,956.00 6.35 34.81 228.6 48.70 36.00 7,957.00 6.35 34.81 228.6 48.70 36.00 -- 7,958.00 6.35 34.81 228.6 48.70 36.00 J 7,959.00 6.35 34.81 228.6 48.70 36.00 i 7,960.00 6.35 34.81 228.7 48.70 36.00 7,961.00 6.35 34.81 228.7 48.70 36.00 7,962.00 6.35 34.82 228.7 48.70 36.00 I 7,963.00 6.35 34.82 228.7 48.71 36.00 7,964.00 6.35 34.82 228.7 48.71 36.00 7,965.00 6.35 34.82 228.7 48.71 36.00 7,966.00 6.35 34.82 228.8 48.71 36.00 I 7,967.00 6.36 34.82 228.8 48.71 36.00 7,968.00 6.36 34.82 228.8 48.71 36.00 7,969.00 6.36 34.83 228.8 48.71 36.00 I 7,970.00 6.36 34.83 228.8 48.71 36.00 7,971.00 6.36 34.83 228.9 48.71 36.00 7,972.00 6.36 34.83 228.9 48.72 36.00 7,973.00 6.36 34.83 228.9 48.72 36.00 7,974.00 6.36 34.83 228.9 48.72 36.00 7,975.00 6.36 34.83 228.9 48.72 36.00 7,976.00 6.36 34.84 229.0 48.72 36.00 7,977.00 6.36 34.84 229.0 48.72 36.00 L ' 7,978.00 6.36 34.84 229.0 48.72 36.00 7,979.00 6.36 34.84 229.0 48.72 36.00 7,980.00 6.36 34.84 229.0 48.72 36.00 I 7,981.00 6.36 34.84 229.1 48.73 36.00 7,982.00 6.36 34.84 229.1 48.73 36.00 7,983.00 6.36 34.85 229.1 48.73 36.00 I 7,984.00 6.36 34.85 229.1 48.73 36.00 7,985.00 6.36 34.85 229.1 48.73 36.00 7,986.00 6.37 34.85 229.2 48.73 36.00 7,987.00 6.37 34.85 229.2 48.73 36.00 I 7,988.00 6.37 34.85 229.2 48.73 36.00 7,989.00 6.37 34.85 229.2 48.73 36.00 7,990.00 6.37 34.86 229.2 48.73 36.00 I 7,991.00 6.37 34.86 229.2 48.74 36.00 7,992.00 6.37 34.86 229.3 48.74 36.00 7,993.00 6.37 34.86 229.3 48.74 36.00 J 7,994.00 6.37 34.86 229.3 48.74 36.00 I 7,995.00 6.37 34.86 229.3 48.74 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 4 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 7,996.00 6.37 34.86 229.3 48.74 36.00 7,997.00 6.37 34.87 229.4 48.74 36.00 7,998.00 6.37 34.87 229.4 48.74 36.00 I 7,999.00 6.37 34.87 229.4 48.74 36.00 8,000.00 6.37 34.87 229.4 48.75 36.00 8,001.00 6.37 34.87 229.4 48.75 36.00 I 8,002.00 6.37 34.87 229.5 48.75 36.00 8,003.00 6.37 34.87 229.5 48.75 36.00 8,004.00 6.37 34.88 229.5 48.75 36.00 • 8,005.00 6.38 34.88 229.5 48.75 36.00 8,006.00 6.38 34.88 229.5 48.75 36.00 8,007.00 6.38 34.88 229.6 48.75 36.00 8,008.00 6.38 34.88 229.6 48.75 36.00 I 8,009.00 6.38 34.88 229.6 48.76 36.00 8,010.00 6.38 34.88 229.6 48.76 36.00 8,011.00 6.38 34.89 229.6 48.76 36.00 J 8,012.00 6.38 34.89 229.7 48.76 36.00 i 8,013.00 6.38 34.89 229.7 48.76 36.00 8,014.00 6.38 34.89 229.7 48.76 36.00 8,015.00 6.38 34.89 229.7 48.76 36.00 I 8,016.00 6.38 34.89 229.7 48.76 36.00 8,017.00 6.38 34.89 229.7 48.76 36.00 8,018.00 6.38 34.90 229.8 48.76 36.00 8,019.00 6.38 34.90 229.8 48.77 36.00 I 8,020.00 6.38 34.90 229.8 48.77 36.00 8,021.00 6.38 34.90 229.8 48.77 36.00 8,022.00 6.38 34.90 229.8 48.77 36.00 I 8,023.00 6.39 34.90 229.9 48.77 36.00 8,024.00 6.39 34.90 229.9 48.77 36.00 8,025.00 6.39 34.91 229.9 48.77 36.00 8,026.00 6.39 34.91 229.9 48.77 36.00 I 8,027.00 6.39 34.91 229.9 48.77 36.00 8,028.00 6.39 34.91 230.0 48.78 36.00 j 8,029.00 6.39 34.91 230.0 48.78 36.00 I 8,030.00 6.39 34.91 230.0 48.78 36.00 8,031.00 6.39 34.91 230.0 48.78 36.00 8,032.00 6.39 34.92 230.0 48.78 36.00 8,033.00 6.39 34.92 230.1 48.78 36.00 I 8,034.00 6.39 34.92 230.1 48.78 36.00 8,035.00 6.39 34.92 230.1 48.78 36.00 8,036.00 6.39 34.92 230.1 48.78 36.00 8,037.00 6.39 34.92 230.1 48.79 36.00 I 8,038.00 6.39 34.92 230.2 48.79 36.00 8,039.00 6.39 34.93 230.2 48.79 36.00 8,040.00 6.39 34.93 230.2 48.79 36.00 I 8,041.00 6.39 34.93 230.2 48.79 36.00 8,042.00 6.40 34.93 230.2 48.79 36.00 8,043.00 6.40 34.93 230.2 48.79 36.00 I 8,044.00 6.40 34.93 230.3 48.79 36.00 8,045.00 6.40 34.94 230.3 48.79 36.00 8,046.00 6.40 34.94 230.3 48.79 36.00 1 8,047.00 6.40 34.94 230.3 48.80 36.00 I 8,048.00 6.40 34.94 230.3 48.80 36.00 Project Engineer. Boyle Engineering y: \...\jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM © Flaestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 5 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (f fs) Area Perimeter Width I (ft (ft) (ft) 8,049.00 6.40 34.94 230.4 48.80 36.00 8,050.00 6.40 34.94 230.4 48.80 36.00 I 8,051.00 6.40 34.94 230.4 48.80 36.00 8,052.00 6.40 34.95 230.4 48.80 36.00 8,053.00 6.40 34.95 230.4 48.80 36.00 8,054.00 6.40 34.95 230.5 48.80 36.00 I 8,055.00 6.40 34.95 230.5 48.80 36.00 8,056.00 6.40 34.95 230.5 48.81 36.00 8,057.00 6.40 34.95 230.5 48.81 36.00 8,058.00 6.40 34.95 230.5 48.81 36.00 I 8,059.00 6.40 34.96 230.6 48.81 36.00 8,060.00 6.40 34.96 230.6 48.81 36.00 8,061.00 6.41 34.96 230.6 48.81 36.00 I 8,062.00 6.41 34.96 230.6 48.81 36.00 8,063.00 6.41 34.96 230.6 48.81 36.00 8,064.00 6.41 34.96 230.6 48.81 36.00 I 8,065.00 6.41 34.96 230.7 48.81 36.00 8,066.00 6.41 34.97 230.7 48.82 36.00 8,067.00 6.41 34.97 230.7 48.82 36.00 8,068.00 6.41 34.97 230.7 48.82 36.00 I 8,069.00 6.41 34.97 230.7 48.82 36.00 8,070.00 6.41 34.97 230.8 48.82 36.00 8,071.00 6.41 34.97 230.8 48.82 36.00 8,072.00 6.41 34.97 230.8 48.82 36.00 I 8,073.00 6.41 34.98 230.8 48.82 36.00 8,074.00 6.41 34.98 230.8 48.82 36.00 8,075.00 6.41 34.98 230.9 48.83 36.00 I 8,076.00 6.41 34.98 230.9 48.83 36.00 8,077.00 6.41 34.98 230.9 48.83 36.00 8,078.00 6.41 34.98 230.9 48.83 36.00 8,079.00 6.41 34.98 230.9 48.83 36.00 I 8,080.00 6.42 34.99 231.0 48.83 36.00 8,081.00 6.42 34.99 231.0 48.83 36.00 8,082.00 6.42 34.99 231.0 48.83 36.00 I 8,083.00 6.42 34.99 231.0 48.83 36.00 8,084.00 6.42 34.99 231.0 48.84 36.00 8,085.00 6.42 34.99 231.1 48.84 36.00 8,086.00 6.42 34.99 231.1 48.84 36.00 I 8,087.00 6.42 35.00 231.1 48.84 36.00 8,088.00 6.42 35.00 231.1 48.84 36.00 8,089.00 6.42 35.00 231.1 48.84 36.00 I 8,090.00 6.42 35.00 231.1 48.84 36.00 8,091.00 6.42 35.00 231.2 48.84 36.00 8,092.00 6.42 35.00 231.2 48.84 36.00 8,093.00 6.42 35.00 231.2 48.84 36.00 I 8,094.00 6.42 35.01 231.2 48.85 36.00 8,095.00 6.42 35.01 231.2 48.85 36.00 8,096.00 6.42 35.01 231.3 48.85 36.00 I 8,097.00 8,098.00 6.42 35.01 231.3 48.85 36.00 6.43 35.01 231.3 48.85 36.00 8,099.00 6.43 35.01 231.3 48.85 36.00 i 8,1 00.00 6.43 35.01 231.3 48.85 36.00 I 8,101.00 6.43 35.01 231.4 48.85 36.00 Project Engineer. Boyle Engineering y: \... \jurupa basin \dn run4,fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 6 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel -' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I Utz) (ft) (ft) 8,102.00 6.43 35.02 231.4 48.85 36.00 8,103.00 6.43 35.02 231.4 48.86 36.00 8,104.00 6.43 35.02 231.4 48.86 36.00 I 8,105.00 6.43 35.02 231.4 48.86 36.00 8,106.00 6.43 35.02 231.5 48.86 36.00 8,107.00 6.43 35.02 231.5 48.86 36.00 I 8,108.00 6.43 35.02 231.5 48.86 36.00 8,109.00 6.43 35.03 231.5 48.86 36.00 8,110.00 6.43 35.03 231.5 48.86 36.00 8,111.00 6.43 35.03 231.5 48.86 36.00 I 8,112.00 6.43 35.03 231.6 48.86 36.00 8,113.00 6.43 35.03 231.6 48.87 36.00 8,114.00 6.43 35.03 231.6 48.87 36.00 I 8,115.00 6.43 35.03 231.6 48.87 36.00 8,116.00 6.43 35.04 231.6 48.87 36.00 8,117.00 6.44 35.04 231.7 48.87 36.00 8,118.00 6.44 35.04 231.7 48.87 36.00 I 8,119.00 6.44 35.04 231.7 48.87 36.00 8,120.00 6.44 35.04 231.7 48.87 36.00 8,121.00 6.44 35.04 231.7 48.87 36.00 I 8,122.00 6.44 35.04 231.8 48.88 36.00 8,123.00 6.44 35.05 231.8 48.88 36.00 8,124.00 6.44 35.05 231.8 48.88 36.00 8,125.00 6.44 35.05 231.8 48.88 36.00 I 8,126.00 6.44 35.05 231.8 48.88 36.00 8,127.00 6.44 35.05 231.9 48.88 36.00 8,128.00 6.44 35.05 231.9 48.88 36.00 I 8,129.00 6.44 35.05 231.9 48.88 36.00 8,130.00 6.44 35.06 231.9 48.88 36.00 8,131.00 6.44 35.06 231.9 48.89 36.00 8,132.00 6.44 35.06 232.0 48.89 36.00 I 8,133.00 6.44 35.06 232.0 48.89 36.00 8,134.00 6.44 35.06 232.0 48.89 36.00 j 8,135.00 6.44 35.06 232.0 48.89 36.00 I 8,136.00 6.45 35.06 232.0 48.89 36.00 8,137.00 6.45 35.07 232.0 48.89 36.00 8,138.00 6.45 35.07 232.1 48.89 36.00 8,139.00 6.45 35.07 232.1 48.89 36.00 I 8,140.00 6.45 35.07 232.1 48.89 36.00 8,141.00 6.45 35.07 232.1 48.90 36.00 8,142.00 6.45 35.07 232.1 48.90 36.00 I 8,143.00 6.45 35.07 232.2 48.90 36.00 8,144.00 6.45 35.08 232.2 48.90 36.00 8,145.00 6.45 35.08 232.2 48.90 36.00 8,146.00 6.45 35.08 232.2 48.90 36.00 I 8,147.00 6.45 35.08 232.2 48.90 36.00 8,148.00 6.45 35.08 232.3 48.90 36.00 8,149.00 6.45 35.08 232.3 48.90 36.00 I 8,150.00 6.45 35.08 232.3 48.91 36.00 8,151.00 6.45 35.09 232.3 48.91 36.00 8,152.00 6.45 35.09 232.3 48.91 36.00 i 8,153.00 6.45 35.09 232.4 48.91 36.00 I 8,154.00 6.45 35.09 232.4 48.91 36.00 1 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 7 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel -' Discharge Depth Velocity Flow Wetted Top __ ■ (cfs) (ft) (ft/s) Area Perimeter Width 8,155.00 6.46 35.09 I (f (ft) 48.91 (ft) 232.4 36.00 8,156.00 6.46 35.09 232.4 48.91 36.00 8,157.00 6.46 35.09 232.4 48.91 36.00 I 8,158.00 6.46 35.10 232.4 48.91 36.00 8,159.00 6.46 35.10 232.5 48.91 36.00 8,160.00 6.46 35.10 232.5 48.92 36.00 I 8,161.00 6.46 35.10 232.5 48.92 36.00 8,162.00 6.46 35.10 232.5 48.92 36.00 8,163.00 6.46 35.10 232.5 48.92 36.00 8,164.00 6.46 35.10 232.6 48.92 36.00 ,' 8,165.00 6.46 35.11 232.6 48.92 36.00 8,1 66.00 6.46 35.11 232.6 48.92 36.00 8,167.00 6.46 35.11 232.6 48.92 36.00 I 8,168.00 6.46 35.11 232.6 48.92 36.00 8,169.00 6.46 35.11 232.7 48.93 36.00 8,170.00 6.46 35.11 232.7 48.93 36.00 8,171.00 6.46 35.11 232.7 48.93 36.00 1 8,172.00 6.46 35.12 232.7 48.93 36.00 8,173.00 6.46 35.12 232.7 48.93 36.00 8,174.00 6.47 35.12 232.8 48.93 36.00 I 8,175.00 6.47 35.12 232.8 48.93 36.00 8,176.00 6.47 35.12 232.8 48.93 36.00 8,177.00 6.47 35.12 232.8 48.93 36.00 8,178.00 6.47 35.12 232.8 48.94 36.00 I 8,179.00 6.47 35.13 232.8 48.94 36.00 8,180.00 6.47 35.13 232.9 48.94 36.00 8,181.00 6.47 35.13 232.9 48.94 36.00 I 8,182.00 6.47 35.13 232.9 48.94 36.00 8,183.00 6.47 35.13 232.9 48.94 36.00 8,184.00 6.47 35.13 232.9 48.94 36.00 8,185.00 6.47 35.13 233.0 48.94 36.00 I 8,186.00 6.47 35.14 233.0 48.94 36.00 . 8,187.00 6.47 35.14 233.0 48.94 36.00 8,188.00 6.47 35.14 233.0 48.95 36.00 I 8,189.00 6.47 35.14 233.0 48.95 36.00 8,190.00 6.47 35.14 233.1 48.95 36.00 8,191.00 6.47 35.14 233.1 48.95 36.00 8,192.00 6.47 35.14 233.1 48.95 36.00 I 8,193.00 6.48 35.15 233.1 48.95 36.00 8,194.00 6.48 35.15 233.1 48.95 36.00 8,195.00 6.48 35.15 233.2 48.95 36.00 I 8,196.00 6.48 35.15 233.2 48.95 36.00 8,197.00 6.48 35.15 233.2 48.96 36.00 8,198.00 6.48 35.15 233.2 48.96 36.00 8,199.00 6.48 35.15 233.2 48.96 36.00 I 8,200.00 6.48 35.16 233.3 48.96 36.00 8,201.00 6.48 35.16 233.3 48.96 36.00 8,202.00 6.48 35.16 233.3 48.96 36.00 I 8,203.00 6.48 35.16 233.3 48.96 36.00 8,204.00 6.48 35.16 233.3 48.96 36.00 8,205.00 6.48 35.16 233.3 48.96 36.00 -1 8,206.00 6.48 35.16 233.4 48.96 36.00 I 8,207.00 6.48 35.17 233.4 48.97 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa- basin\dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 8 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity F g p y low Wetted Top __' (cfs) (ft) (ft/s) Area Perimeter Width I 8,208.00 6.48 35.17 (ft - (ft) (ft) 233.4 48.97 36.00 8,209.00 6.48 35.17 233.4 48.97 36.00 8,210.00 6.48 35.17 233.4 48.97 36.00 I 8,211.00 6.49 35.17 233.5 48.97 36.00 8,212.00 6.49 35.17 233.5 48.97 36.00 8,213.00 6.49 35.17 233.5 48.97 36.00 I 8,214.00 6.49 35.17 233.5 48.97 36.00 8,215.00 6.49 35.18 233.5 48.97 36.00 8,216.00 6.49 35.18 233.6 48.98 36.00 8,217.00 6.49 35.18 233.6 48.98 36.00 8,218.00 6.49 35.18 233.6 48.98 36.00 8,219.00 6.49 35.18 233.6 48.98 36.00 8,220.00 6.49 35.18 233.6 48.98 36.00 8,221.00 6.49 35.18 233.7 48.98 36.00 8,222.00 6.49 35.19 233.7 48.98 36.00 -, 8,223.00 6.49 35.19 233.7 48.98 36.00 8,224.00 6.49 35.19 233.7 48.98 36.00 8,225.00 6.49 35.19 233.7 48.98 36.00 8,226.00 6.49 35.19 233.7 48.99 36.00 8,227.00 6.49 35.19 233.8 48.99 36.00 I 8,228.00 6.49 35.19 233.8 48.99 36.00 8,229.00 6.49 35.20 233.8 48.99 36.00 8,230.00 6.50 35.20 233.8 48.99 36.00 8,231.00 6.50 35.20 233.8 48.99 36.00 8,232.00 6.50 35.20 233.9 48.99 36.00 8,233.00 6.50 35.20 233.9 48.99 36.00 8,234.00 6.50 35.20 233.9 48.99 36.00 I 8,235.00 6.50 35.20 233.9 49.00 36.00 8,236.00 6.50 35.21 233.9 49.00 36.00 8,237.00 6.50 35.21 234.0 49.00 36.00 8,238.00 6.50 35.21 234.0 49.00 36.00 I 8,239.00 6.50 35.21 234.0 49.00 36.00 8,240.00 6.50 35.21 234.0 49.00 36.00 8,241.00 6.50 35.21 234.0 49.00 36.00 I 8,242.00 6.50 35.21 234.1 49.00 36.00 8,243.00 6.50 35.22 234.1 49.00 36.00 8,244.00 6.50 35.22 234.1 49.01 36.00 8,245.00 6.50 35.22 234.1 49.01 36.00 I 8,246.00 6.50 35.22 234.1 49.01 36.00 8,247.00 6.50 35.22 234.1 49.01 36.00 8,248.00 6.50 35.22 234.2 49.01 36.00 I 8,249.00 6.51 35.22 234.2 49.01 36.00 8,250.00 6.51 35.23 234.2 49.01 36.00 I 8,251.00 6.51 35.23 234.2 49.01 36.00 8,252.00 6.51 35.23 234.2 49.01 36.00 I 8,253.00 6.51 35.23 234.3 49.01 36.00 8,254.00 6.51 35.23 234.3 49.02 36.00 8,255.00 6.51 35.23 234.3 49.02 36.00 I 8,256.00 6.51 35.23 234.3 49.02 36.00 8,257.00 6.51 35.24 234.3 49.02 36.00 8,258.00 6.51 35.24 234.4 49.02 36.00 "' 8,259.00 6.51 35.24 234.4 49.02 36.00 I 8,260.00 6.51 35.24 234.4 49.02 36.00 Project Engineer. Boyle Engineering y: \... \jurupa- basin \dn mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 9 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel ' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width on (ft) (ft) 8,261.00 6.51 35.24 234.4 49.02 36.00 8,262.00 6.51 35.24 234.4 49.02 36.00 8,263.00 6.51 35.24 234.5 49.03 36.00 I 8,264.00 6.51 35.25 234.5 49.03 36.00 8,265.00 6.51 35.25 234.5 49.03 36.00 8,266.00 6.51 35.25 234.5 49.03 36.00 I 8,267.00 6.51 35.25 234.5 49.03 36.00 8,268.00 6.52 35.25 234.5 49.03 36.00 8,269.00 6.52 35.25 234.6 49.03 36.00 8,270.00 6.52 35.25 234.6 49.03 36.00 I 8,271.00 6.52 35.26 234.6 49.03 36.00 8,272.00 6.52 35.26 234.6 49.03 36.00 8,273.00 6.52 35.26 234.6 49.04 36.00 I 8,274.00 6.52 35.26 234.7 49.04 36.00 8,275.00 6.52 35.26 234.7 49.04 36.00 8,276.00 6.52 35.26 234.7 49.04 36.00 8,277.00 6.52 35.26 234.7 49.04 36.00 8,278.00 6.52 35.26 234.7 49.04 36.00 8,279.00 6.52 35.27 234.8 49.04 36.00 8,280.00 6.52 35.27 234.8 49.04 36.00 I 8,281.00 6.52 35.27 234.8 49.04 36.00 8,282.00 6.52 35.27 234.8 49.05 36.00 8,283.00 6.52 35.27 234.8 49.05 36.00 8,284.00 6.52 35.27 234.9 49.05 36.00 1 I 8,285.00 6.52 35.27 234.9 49.05 36.00 8,286.00 6.52 35.28 234.9 49.05 36.00 8,287.00 6.53 35.28 234.9 49.05 36.00 I 8,288.00 6.53 35.28 234.9 49.05 36.00 8,289.00 6.53 35.28 234.9 49.05 36.00 8,290.00 6.53 35.28 235.0 49.05 36.00 8,291.00 6.53 35.28 235.0 49.05 36.00 8,292.00 6.53 35.28 235.0 49.06 36.00 8,293.00 6.53 35.29 235.0 49.06 36.00 _ 8,294.00 6.53 35.29 235.0 49.06 36.00 I 8,295.00 6.53 35.29 235.1 49.06 36.00 8,296.00 6.53 35.29 235.1 49.06 36.00 8,297.00 6.53 35.29 235.1 49.06 36.00 8,298.00 6.53 35.29 235.1 49.06 36.00 I 8,299.00 6.53 35.29 235.1 49.06 36.00 8,300.00 6.53 35.30 235.2 49.06 36.00 8,301.00 6.53 35.30 235.2 49.07 36.00 I 8,302.00 6.53 35.30 235.2 49.07 36.00 8,303.00 6.53 35.30 235.2 49.07 36.00 8,304.00 6.53 35.30 235.2 49.07 36.00 8,305.00 6.53 35.30 235.3 49.07 36.00 I 8,306.00 6.54 35.30 235.3 49.07 36.00 8,307.00 6.54 35.31 235.3 49.07 36.00 8,308.00 6.54 35.31 235.3 49.07 36.00 I 8,309.00 6.54 35.31 235.3 49.07 36.00 8,310.00 6.54 35.31 235.3 49.07 36.00 8,311.00 6.54 35.31 235.4 49.08 36.00 °1 8,312.00 6.54 35.31 235.4 49.08 36.00 I 8,313.00 6.54 35.31 235.4 49.08 36.00 Project Engineer: Boyle Engineering 1 y: \...\jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM 0 I- taestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 10 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Row Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,314.00 6.54 35.32 235.4 49.08 36.00 8,315.00 6.54 35.32 235.4 49.08 36.00 8,316.00 6.54 35.32 235.5 49.08 36.00 I 8,317.00 6.54 35.32 . 235.5 49.08 36.00 8,318.00 6.54 35.32 235.5 49.08 36.00 8,319.00 6.54 35.32 235.5 49.08 36.00 I 8,320.00 6.54 35.32 235.5 49.09 36.00 8,321.00 6.54 35.32 235.6 49.09 36.00 8,322.00 6.54 35.33 235.6 49.09 36.00 8,323.00 6.54 35.33 235.6 49.09 36.00 I 8,324.00 6.54 35.33 235.6 49.09 36.00 8,325.00 6.55 35.33 235.6 49.09 36.00 8,326.00 6.55 35.33 235.7 49.09 36.00 I 8,327.00 6.55 35.33 235.7 49.09 36.00 8,328.00 6.55 35.33 235.7 49.09 36.00 1 8,329.00 6.55 35.34 235.7 49.09 36.00 8,330.00 6.55 35.34 235.7 49.10 36.00 1 8,331.00 6.55 35.34 235.7 49.10 36.00 8,332.00 6.55 35.34 235.8 49.10 36.00 8,333.00 6.55 35.34 235.8 49.10 36.00 I 8,334.00 6.55 35.34 235.8 49.10 36.00 8,335.00 6.55 35.34 235.8 49.10 36.00 8,336.00 6.55 35.35 235.8 49.10 36.00 8,337.00 6.55 35.35 235.9 49.10 36.00 I 8,338.00 6.55 35.35 235.9 49.10 36.00 8,339.00 6.55 35.35 235.9 49.11 36.00 8,340.00 6.55 35.35 235.9 49.11 36.00 I 8,341.00 6.55 35.35 235.9 49.11 36.00 8,342.00 6.55 35.35 236.0 49.11 36.00 8,343.00 6.55 35.36 236.0 49.11 36.00 8,344.00 6.56 35.36 236.0 49.11 36.00 I 8,345.00 6.56 35.36 236.0 49.11 36.00 8,346.00 6.56 35.36 236.0 49.11 36.00 8,$47.00 6.56 35.36 236.1 49.11 36.00 I 8,348.00 6.56 35.36 236.1 49.11 36.00 8,349.00 6.56 35.36 236.1 49.12 36.00 8,350.00 6.56 35.37 236.1 49.12 36.00 8,351.00 6.56 35.37 236.1 49.12 36.00 I 8,352.00 6.56 35.37 236.1 49.12 36.00 8,353.00 6.56 35.37 236.2 49.12 36.00 8,354.00 6.56 35.37 236.2 49.12 36.00 I 8,355.00 6.56 35.37 236.2 49.12 36.00 8,356.00 6.56 35.37 236.2 49.12 36.00 8,357.00 6.56 35.38 236.2 49.12 36.00 8,358.00 6.56 35.38 236.3 49.13 36.00 I 8,359.00 6.56 35.38 236.3 49.13 36.00 8,360.00 6.56 35.38 236.3 49.13 36.00 8,361.00 6.56 35.38 236.3 49.13 36.00 I 8,362.00 6.56 35.38 236.3 49.13 36.00 8,363.00 6.57 35.38 236.4 49.13 36.00 8,364.00 6.57 35.38 236.4 49.13 36.00 -' 8,365.00 6.57 35.39 236.4 49.13 36.00 I 8,366.00 6.57 35.39 236.4 49.13 36.00 Project Engineer. Boyle Engineering y: \...\ jurupa- basin\dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] i 05/28/03 10:11:53 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 11 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,367.00 6.57 35.39 236.4 49.13 36.00 8,368.00 6.57 35.39 236.4 49.14 36.00 8,369.00 6.57 35.39 236.5 49.14 36.00 I 8,370.00 6.57 35.39 236.5 49.14 36.00 8,371.00 6.57 35.39 236.5 49.14 36.00 8,372.00 6.57 35.40 236.5 49.14 36.00 I 8,373.00 6.57 35.40 236.5 49.14 36.00 8,374.00 6.57 35.40 236.6 49.14 36.00 8,375.00 6.57 35.40 236.6 49.14 36.00 I 8,376.00 6.57 35.40 236.6 49.14 36.00 8,377.00 6.57 35.40 236.6 49.15 36.00 8,378.00 6.57 35.40 236.6 49.15 36.00 8,379.00 6.57 35.41 236.7 49.15 36.00 I 8,380.00 6.57 35.41 236.7 49.15 36.00 8,381.00 6.57 35.41 236.7 49.15 36.00 8,382.00 6.58 35.41 236.7 49.15 36.00 ° 8,383.00 6.58 35.41 236.7 49.15 36.00 1 8,384.00 6.58 35.41 236.8 49.15 36.00 8,385.00 6.58 35.41 236.8 49.15 36.00 8,386.00 6.58 35.42 236.8 49.16 36.00 I 8,387.00 6.58 35.42 236.8 49.16 36.00 8,388.00 6.58 35.42 236.8 49.16 36.00 8,389.00 6.58 35.42 236.8 49.16 36.00 8,390.00 6.58 35.42 236.9 49.16 36.00 I 8,391.00 6.58 35.42 236.9 49.16 36.00 8,392.00 6.58 35.42 236.9 49.16 36.00 8,393.00 6.58 35.42 236.9 49.16 36.00 I 8,394.00 6.58 35.43 236.9 49.16 36.00 8,395.00 6.58 35.43 237.0 49.16 36.00 8,396.00 6.58 35.43 237.0 49.17 36.00 8,397.00 6.58 35.43 237.0 49.17 36.00 I 8,398.00 6.58 35.43 237.0 49.17 36.00 8,399.00 6.58 35.43 237.0 49.17 36.00 8,400.00 6.58 35.43 237.1 49.17 36.00 I 8,401.00 6.59 35.44 237.1 49.17 36.00 8,402.00 6.59 35.44 237.1 49.17 36.00 8,403.00 6.59 35.44 237.1 49.17 36.00 8,404.00 6.59 35.44 237.1 49.17 36.00 I 8,405.00 6.59 35.44 237.2 49.18 36.00 8,406.00 6.59 35.44 237.2 49.18 36.00 8,407.00 6.59 35.44 237.2 49.18 36.00 I 8,408.00 6.59 35.45 237.2 49.18 36.00 8,409.00 6.59 35.45 237.2 49.18 36.00 8,410.00 6.59 35.45 237.2 49.18 36.00 8,411.00 6.59 35.45 237.3 49.18 36.00 I 8,412.00 6.59 35.45 237.3 49.18 36.00 8,413.00 6.59 35.45 237.3 49.18 36.00 8,414.00 6.59 35.45 237.3 49.18 36.00 I 8,415.00 6.59 35.46 237.3 49.19 36.00 8,416.00 6.59 35.46 237.4 49.19 36.00 8,417.00 6.59 35.46 237.4 49.19 36.00 -3 8,418.00 6.59 35.46 237.4 49.19 36.00 I 8,419.00 6.59 35.46 237.4 49.19 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa - basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 12 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,420.00 6.60 35.46 237.4 49.19 36.00 8,421.00 6.60 35.46 237.5 49.19 36.00 8,422.00 6.60 35.47 237.5 49.19 36.00 I 8,423.00 6.60 35.47 237.5 49.19 36.00 8,424.00 6.60 35.47 237.5 49.20 36.00 8,425.00 6.60 35.47 237.5 49.20 36.00 I 8,426.00 6.60 35.47 237.5 49.20 36.00 8,427.00 6.60 35.47 237.6 49.20 36.00 8,428.00 6.60 35.47 237.6 49.20 36.00 8,429.00 6.60 35.47 237.6 49.20 36.00 I 8,430.00 6.60 35.48 237.6 49.20 36.00 8,431.00 6.60 35.48 237.6 49.20 36.00 8,432.00 6.60 35.48 237.7 49.20 36.00 I 8,433.00 6.60 35.48 237.7 49.20 36.00 8,434.00 6.60 35.48 237.7 49.21 36.00 8,435.00 6.60 35.48 237.7 49.21 36.00 8,436.00 6.60 35.48 237.7 49.21 36.00 1 8,437.00 6.60 35.49 237.8 49.21 36.00 8,438.00 6.60 35.49 237.8 49.21 36.00 8,439.00 6.61 35.49 237.8 49.21 36.00 I 8,440.00 6.61 35.49 237.8 49.21 36.00 8,441.00 6.61 35.49 237.8 49.21 36.00 8,442.00 6.61 35.49 237.9 49.21 36.00 8,443.00 6.61 35.49 237.9 49.22 36.00 I 8,444.00 6.61 35.50 237.9 49.22 36.00 8,445.00 6.61 35.50 237.9 49.22 36.00 8,446.00 6.61 35.50 237.9 49.22 36.00 I 8,447.00 6.61 35.50 237.9 49.22 36.00 8,448.00 6.61 35.50 238.0 49.22 36.00 8,449.00 6.61 35.50 238.0 49.22 36.00 8,450.00 6.61 35.50 238.0 49.22 36.00 I 8,451.00 8,452.00 6.61 35.51 238.0 49.22 36.00 6.61 35.51 238.0 49.22 36.00 8,453.00 . 6.61 35.51 238.1 49.23 36.00 I 8,454.00 6.61 35.51 238.1 49.23 36.00 8,455.00 6.61 35.51 238.1 49.23 36.00 8,456.00 6.61 35.51 238.1 49.23 36.00 8,457.00 6.61 35.51 238.1 49.23 36.00 I 8,458.00 6.62 35.51 238.2 49.23 36.00 8,459.00 6.62 35.52 238.2 49.23 36.00 8,460.00 - 6.62 35.52 238.2 49.23 36.00 I 8,461.00 6.62 35.52 238.2 49.23 36.00 8,462.00 6.62 35.52 238.2 49.24 36.00 8,463.00 6.62 35.52 238.2 49.24 36.00 8,464.00 6.62 35.52 238.3 49.24 36.00 I 8,465.00 8,466.00 6.62 35.52 238.3 49.24 36.00 6.62 35.53 238.3 49.24 36.00 8,467.00 6.62 35.53 238.3 49.24 36.00 I 8,468.00 6.62 35.53 238.3 49.24 36.00 8,469.00 6.62 35.53 238.4 49.24 36.00 8,470.00 6.62 35.53 238.4 49.24 36.00 1 8,471.00 6.62 35.53 238.4 49.24 36.00 I 8,472.00 6.62 35.53 238.4 49.25 36.00 Project Engineer: Boyle Engineering y:\... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 13 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel , Discharge Depth Velocity Flow Wetted Top _ i (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 8,473.00 6.62 35.54 238.4 49.25 36.00 8,474.00 6.62 35.54 238.5 49.25 36.00 8,475.00 6.62 35.54 238.5 49.25 36.00 I 8,476.00 6.62 35.54 238.5 49.25 36.00 8,477.00 6.63 35.54 238.5 49.25 36.00 8,478.00 6.63 35.54 238.5 49.25 36.00 I 8,479.00 6.63 35.54 238.6 49.25 36.00 8,480.00 6.63 35.54 238.6 49.25 36.00 8,481.00 6.63 35.55 238.6 49.26 36.00 8,482.00 6.63 35.55 238.6 49.26 36.00 I 8,483.00 6.63 35.55 238.6 49.26 36.00 8,484.00 6.63 35.55 238.6 49.26 36.00 8,485.00 6.63 35.55 238.7 49.26 36.00 • I 8,486.00 6.63 35.55 238.7 49.26 36.00 8,487.00 6.63 35.55 238.7 49.26 36.00 8,488.00 6.63 35.56 238.7 49.26 36.00 8,489.00 6.63 35.56 238.7 49.26 36.00 I 8,490.00 6.63 35.56 238.8 49.26 36.00 8,491.00 6.63 35.56 238.8 49.27 36.00 8,492.00 6.63 35.56 238.8 49.27 36.00 8,493.00 6.63 35.56 238.8 49.27 36.00 I 8,494.00 6.63 35.56 238.8 49.27 36.00 8,495.00 6.63 35.57 238.9 49.27 36.00 8,496.00 6.64 35.57 238.9 49.27 36.00 I 8,497.00 6.64 35.57 238.9 49.27 36.00 8,498.00 6.64 35.57 238.9 49.27 36.00 8,499.00 6.64 35.57 238.9 49.27 36.00 8,500.00 6.64 35.57 238.9 49.27 36.00 I 8,501.00 6.64 35.57 239.0 49.28 36.00 8,502.00 6.64 35.58 239.0 49.28 36.00 8,503.00 6.64 35.58 239.0 49.28 . 36.00 8,504.00 6.64 35.58 239.0 49.28 36.00 8,505.00 6.64 35.58 239.0 49.28 36.00 8,506.00 6.64 35.58 239.1 49.28 36.00 8,507.00 6.64 35.58 239.1 49.28 36.00 I 8,508.00 6.64 35.58 239.1 49.28 36.00 8,509.00 6.64 35.58 239.1 49.28 36.00 8,510.00 6.64 35.59 239.1 49.29 36.00 I 8,511.00 6.64 35.59 239.2 49.29 36.00 8,512.00 6.64 35.59 239.2 49.29 36.00 8,513.00 6.64 35.59 239.2 49.29 36.00 8,514.00 6.64 35.59 239.2 49.29 36.00 I 8,515.00 6.65 35.59 239.2 49.29 36.00 8,516.00 6.65 35.59 239.3 49.29 36.00 8,517.00 6.65 35.60 239.3 49.29 36.00 I 8,518.00 6.65 35.60 239.3 49.29 36.00 8,519.00 6.65 35.60 239.3 49.29 36.00 8,520.00 6.65 35.60 239.3 49.30 36.00 8,521.00 6.65 35.60 239.3 49.30 36.00 I 8,522.00 6.65 35.60 239.4 49.30 36.00 8,523.00 6.65 35.60 239.4 49.30 36.00 J 8,524.00 6.65 35.61 239.4 49.30 36.00 I 8,525.00 6.65 35.61 239.4 49.30 36.00 Project Engineer: Boyle Engineering y:\... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 14 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel III Discharge Depth Velocity . Flow Wetted Top i (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,526.00 6.65 35.61 239.4 49.30 36.00 8,527.00 6.65 35.61 239.5 49.30 36.00 8,528.00 6.65 35.61 239.5 49.30 36.00 I 8,529.00 6.65 35.61 239.5 49.31 36.00 8,530.00 6.65 35.61 239.5 49.31 36.00 8,531.00 6.65 35.61 239.5 49.31 36.00 I 8,532.00 6.65 35.62 239.6 49.31 36.00 8,533.00 6.65 35.62 239.6 49.31 36.00 8,534.00 6.66 35.62 239.6 49.31 36.00 8,535.00 6.66 35.62 239.6 49.31 36.00 I 8,536.00 6.66 35.62 239.6 49.31 36.00 8,537.00 6.66 35.62 239.6 49.31 36.00 8,538.00 6.66 35.62 239.7 49.31 36.00 I 8,539.00 6.66 35.63 239.7 49.32 36.00 8,540.00 6.66 35.63 239.7 49.32 36.00 8,541.00 6.66 35.63 239.7 49.32 36.00 8,542:00 6.66 35.63 239.7 49.32 36.00 8,543.00 _ 6.66 35.63 239.8 49.32 36.00 • 8,544.00 6.66 35.63 239.8 49.32 36.00 8,545.00 6.66 35.63 239.8 49.32 36.00 I 8,546.00 6.66 35.64 239.8 49.32 36.00 8,547.00 6.66 35.64 239.8 49.32 36.00 8,548.00 6.66 35.64 239.9 49.33 36.00 8,549.00 6.66 35.64 239.9 49.33 36.00 I 8,550.00 8,551.00 6.66 35.64 239.9 49.33 36.00 6.66 35.64 239.9 49.33 36.00 8,552.00 6.66 35.64 239.9 49.33 36.00 I 8,553.00 6.67 35.64 240.0 49.33 36.00 8,554.00 6.67 35.65 240.0 49.33 36.00 8,555.00 6.67 35.65 240.0 49.33 36.00 8,556.00 6.67 35.65 240.0 49.33 36.00 I 8,557.00 6.67 35.65 240.0 49.33 36.00 8,558.00 6.67 35.65 240.0 49.34 36.00 I 8,559.00 6.67 35.65 240.1 49.34 36.00 I 8,560.00 6.67 35.65 240.1 49.34 36.00 8,561.00 6.67 35.66 240.1 49.34 36.00 8,562.00 6.67 35.66 240.1 49.34 36.00 8,563.00 6.67 35.66 240.1 49.34 36.00 I 8,564.00 6.67 35.66 240.2 49.34 36.00 8,565.00 6.67 35.66 240.2 49.34 36.00 8,566.00 6.67 35.66 240.2 49.34 36.00 I 8,567.00 6.67 35.66 240.2 49.35 36.00 8,568.00 6.67 35.67 240.2 49.35 36.00 8,569.00 6.67 35.67 240.3 49.35 36.00 8,570.00 6.67 35.67 240.3 49.35 36.00 I 8,571.00 6.67 35.67 240.3 49.35 36.00 8,572.00 6.68 35.67 240.3 49.35 36.00 8,573.00 6.68 35.67 240.3 49.35 36.00 8,574.00 6.68 35.67 240.3 49.35 36.00 I 8,575.00 6.68 35.67 240.4 49.35 36.00 8,576.00 6.68 35.68 240.4 49.35 36.00 8,577.00 6.68 35.68 240.4 49.36 36.00 I 8,578.00 6.68 35.68 240.4 49.36 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 15 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top __ (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 8,579.00 6.68 35.68 240.4 49.36 36.00 8,580.00 6.68 35.68 240.5 49.36 36.00 8,581.00 6.68 35.68 240.5 49.36 36.00 I 8,582.00 6.68 35.68 240.5 49.36 36.00 8,583.00 6.68. 35.69 240.5 49.36 36.00 8,584.00 6.68 35.69 240.5 49.36 36.00 I 8,585.00 6.68 35.69 240.6 49.36 36.00 8,586.00 6.68 35.69 240.6 49.37 36.00 8,587.00. 6.68 35.69 240.6 49.37 36.00 8,588.00 6.68 35.69 240.6 49.37 36.00 I 8,589.00 6.68 35.69 240.6 49.37 36.00 8,590.00 6.68 35.70 240.6 49.37 36.00 8,591.00 6.69 ' 35.70 240.7 49.37 36.00 I 8,592.00 6.69 35.70 240.7 49.37 36.00 8,593.00 6.69 35.70 240.7 49.37 36.00 8,594.00 6.69 35.70 240.7 49.37 36.00 1 8,595.00 6.69 35.70 240.7 49.37 36.00 8,596.00 6.69 35.70 240.8 49.38 36.00 8,597.00 6.69 35.70 240.8 49.38 36.00 8,598.00 6.69 35.71 240.8 49.38 36.00 I 8,599.00 6.69 35.71 240.8 49.38 36.00 8,600.00 . 6.69 35.71 240.8 49.38 36.00 8,601.00 6.69 35.71 240.9 49.38 36.00 8,602.00 6.69 35.71 240.9 49.38 36.00 I 8,603.00 6.69 35.71 240.9 49.38 36.00 8,604.00 6.69 35.71 240.9 49.38 36.00 8,605.00 6.69 35.72 240.9 49.39 36.00 8,606.00 6.69 35.72 241.0 49.39 36.00 8,607.00 6.69 35.72 241.0 49.39 36.00 8,608.00 6.69 35.72 241.0 49.39 36.00 8,609.00 6.69 35.72 241.0 49.39 36.00 I 8,610.00 6.70 35.72 241.0 49.39 36.00 8,611.00 6.70 35.72 241.0 49.39 36.00 8,612.00 6.70 35.73 241.1 49.39 36.00 I 8,613.00 6.70 35.73 241.1 49.39 36.00 8,614.00 6.70 35.73 241.1 49.39 36.00 8,615.00 6.70 35.73 241.1 49.40 36.00 8,616.00 6.70 35.73 241.1 49.40 36.00 I 8,617.00 6.70 35.73 241.2 49.40 36.00 8,618.00 6.70 35.73 241.2 49.40 36.00 8,619.00 6.70 35.73 241.2 49.40 36.00 I 8,620.00 6.70 35.74 241.2 49.40 36.00 8,621.00 6.70 35.74 241.2 49.40 36.00 8,622.00 6.70 35.74 241.3 49.40 36.00 8,623.00 6.70 35.74 241.3 49.40 36.00 I 8,624.00 6.70 35.74 241.3 49.40 36.00 8,625.00 6.70 35.74 241.3 49.41 36.00 8,626.00 - 6.70 35.74 241.3 49.41 36.00 I 8,627.00 6.70 35.75 241.3 49.41 36.00 8,628.00 6.70 35.75 241.4 49.41 36.00 8,629.00 6.71 35.75 241.4 49.41 36.00 ..] 8,630.00 6.71 35.75 241.4 49.41 36.00 I 8,631.00 6.71 35.75 241.4 49.41 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10,11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 16 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Fiow Wetted Top .-i (c (ft) (ft/s) Area Perimeter Width 8,685.00 6.73 35.82 I (ft (ft) (ft) 242.4 49.47 36.00 8,686.00 6.73 35.83 242.5 49.47 36.00 8,687.00 6.74 35.83 242.5 49.47 36.00 I 8,688.00 6.74 35.83 242.5 49.47 36.00 8,689.00 6.74 35.83 242.5 49.47 36.00 8,690.00 6.74 35.83 242.5 49.47 36.00 I 8,691.00 6.74 35.83 242.5 49.47 36.00 8,692.00 6.74 35.83 242.6 49.48 36.00 8,693.00 6.74 35.83 242.6 49.48 36.00 8,694.00 6.74 35.84 242.6 49.48 36.00 I 8,695.00 6.74 35.84 242.6 49.48 36.00 8,696.00 6.74 35.84 242.6 49.48 36.00 8,697.00 6.74 35.84 242.7 49.48 36.00 I 8,698.00 6.74 35.84 242.7 49.48 36.00 8,699.00 6.74 35.84 242.7 49.48 36.00 .- 8,700.00 6.74 35.84 242.7 49.48 36.00 -A 8,701.00 6.74 35.85 242.7 49.49 36.00 11 8,702.00 6.74 35.85 242.8 49.49 36.00 8,703.00 6.74 35.85 242.8 49.49 36.00 8,704.00 6.74 35.85 242.8 49.49 36.00 I 8,705.00 6.74 35.85 242.8 49.49 36.00 8,706.00 6.75 35.85 242.8 49.49 36.00 8,707.00 6.75 35.85 242.9 49.49 36.00 8,708.00 6.75 35.85 242.9 49.49 36.00 I 8,709.00 6.75 35.86 242.9 49.49 36.00 8,710.00 6.75 35.86 242.9 49.49 36.00 8,711.00 6.75 35.86 242.9 49.50 36.00 I 8,712.00 6.75 35.86 242.9 49.50 36.00 8,713.00 6.75 35.86 243.0 49.50 36.00 8,714.00 6.75 35.86 243.0 49.50 36.00 8,715.00 6.75 35.86 243.0 49.50 36.00 I 8,716.00 6.75 35.87 243.0 49.50 36.00 8,717.00 6.75 35.87 243.0 49.50 36.00 8,718.00 6.75 35.87 243.1 49.50 36.00 I 8,719.00 6.75 35.87 243.1 49.50 36.00 8,720.00 6.75 35.87 243.1 49.51 36.00 8,721.00 6.75 35.87 243.1 49.51 36.00 8,722.00 6.75 35.87 243.1 49.51 36.00 I 8,723.00 6.75 35.87 243.2 49.51 36.00 8,724.00 6.75 35.88 243.2 49.51 36.00 8,725.00 6.76 35.88 243.2 49.51 36.00 I 8,726.00 6.76 35.88 243.2 49.51 36.00 8,727.00 6.76 35.88 243.2 49.51 36.00 8,728.00 6.76 35.88 243.2 49.51 36.00 8,729.00 6.76 35.88 243.3 49.51 36.00 I 8,730.00 6.76 35.88 243.3 49.52 36.00 8,731.00 6.76 35.89 243.3 49.52 36.00 8,732.00 6.76 35.89 243.3 49.52 36.00 I 8,733.00 6.76 35.89 243.3 49.52 36.00 8,734.00 6.76 35.89 243.4 49.52 36.00 8,735.00 6.76 35.89 243.4 49.52 36.00 1 8,736.00 6.76 35.89 243.4 49.52 36.00 I 8,737.00 6.76 35.89 243.4 49.52 36.00 Project Engineer: Boyle Engineering y: \... \jurupa basin \dn_mainline_ run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] i 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 18 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width (ft2) (ft) (ft) I 8,738.00 6.76 35.90 243.4 49.52 36.00 • 8,739.00 6.76 35.90 243.5 49.53 36.00 8,740.00 6.76 35.90 243.5 49.53 36.00 I 8,741.00 6.76 35.90 243.5 49.53 36.00 8,742.00 6.76 35.90 243.5 49.53 36.00 8,743.00 6.76 35.90 243.5 49.53 36.00 I 8,744.00 6.77 35.90 243.5 49.53 36.00 8,745.00 6.77 35.90 243.6 49.53 36.00 8,746.00 6.77 35.91 243.6 49.53 36.00 8,747.00 6.77 35.91 243.6 49.53 36.00 I 8,748.00 6.77 35.91 243.6 49.53 36.00 8,749.00 6.77 35.91 243.6 49.54 36.00 8,750.00 6.77 35.91 243.7 49.54 36.00 I 8,751.00 6.77 35.91 243.7 49.54 36.00 8,752.00 6.77 35.91 243.7 49.54 36.00 8,753.00 6.77 35.92 243.7 49.54 36.00 8,754.00 6.77 35.92 243.7 49.54 36.00 I 8,755.00 6.77 35.92 243.8 49.54 36.00 8,756.00 6.77 35.92 243.8 49.54 36.00 8,757.00 6.77 35.92 243.8 49.54 36.00 I 8,758.00 6.77 35.92 243.8 49.54 36.00 8,759.00 6.77 35.92 243.8 49.55 36.00 8,760.00 6.77 35.92 243.8 49.55 36.00 8,761.00 6.77 35.93 243.9 49.55 36.00 I 8,762.00 6.77 35.93 243.9 49.55 36.00 8,763.00 6.78 35.93 243.9 49.55 36.00 8,764.00 6.78 35.93 243.9 49.55 36.00 I 8,765.00 6.78 35.93 243.9 49.55 36.00 8,766.00 6.78 35.93 244.0 49.55 36.00 8,767.00 6.78 35.93 244.0 49.55 36.00 8,768.00 6.78 35.94 244.0 49.56 36.00 8,769.00 6.78 35.94 244.0 49.56 36.00 i 8,770.00 6.78 35.94 244.0 49.56 36.00 -I 8,771.00 6.78 35.94 244.1 49.56 36.00 0 I 8,772.00 6.78 35.94 244.1 49.56 36.00 8,773.00 6.78 35.94 244.1 49.56 36.00 8,774.00 6.78 35.94 244.1 49.56 36.00 8,775.00 6.78 35.94 244.1 49.56 36.00 I 8,776.00 6.78 35.95 244.1 49.56 36.00 8,777.00 6.78 35.95 244.2 49.56 36.00 8,778.00 6.78 35.95 244.2 49.57 36.00 8,779.00 6.78 35.95 244.2 49.57 36.00 I 8,780.00 6.78 35.95 244.2 49.57 36.00 8,781.00 6.78 35.95 244.2 49.57 36.00 8,782.00 6.78 35.95 244.3 49.57 36.00 I 8,783.00 6.79 35.96 244.3 49.57 36.00 8,784.00 6.79 35.96 244.3 49.57 36.00 8,785.00 6.79 35.96 244.3 49.57 36.00 I 8,786.00 6.79 35.96 244.3 49.57 36.00 8,787.00 6.79 35.96 244.4 49.58 36.00 8,788.00 6.79 35.96 244.4 49.58 36.00 J 8,789.00 6.79 35.96 244.4 49.58 36.00 I 8,790.00 6.79 35.96 244.4 49.58 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 19 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) I 8,791.00 6.79 35.97 244.4 49.58 36.00 8,792.00 6.79 35.97 244.4 49.58 36.00 8,793.00 6.79 35.97 244.5 49.58 36.00 I 8,794.00 6.79 35.97 244.5 49.58 36.00 8,795.00 6.79 35.97 244.5 49.58 36.00 8,796.00 6.79 35.97 244.5 49.58 36.00 I 8,797.00 6.79 35.97 244.5 49.59 36.00 8,798.00 6.79 35.98 244.6 49.59 36.00 8,799.00 6.79 35.98 244.6 49.59 36.00 8,800.00 6.79 35.98 244.6 49.59 36.00 I 8,801.00 6.79 35.98 244.6 49.59 36.00 8,802.00 6.80 35.98 244.6 49.59 36.00 8,803.00 6.80 35.98 244.7 49.59 36.00 I 8,804.00 6.80 35.98 244.7 49.59 36.00 8,805.00 6.80 35.98 244.7 49.59 36.00 8,806.00 6.80 35.99 244.7 49.59 36.00 1 8,807.00 6.80 35.99 244.7 49.60 36.00 1 8,808.00 6.80 35.99 244.7 49.60 36.00 8,809.00 6.80 35.99 244.8 49.60 36.00 8,810.00 6.80 35.99 244.8 49.60 36.00 I 8,811.00 6.80 35.99 244.8 49.60 36.00 8,812.00 6.80 35.99 244.8 49.60 36.00 8,813.00 6.80 36.00 244.8 49.60 36.00 8,814.00 6.80 36.00 244.9 49.60 36.00 I 8,815.00 6.80 36.00 244.9 49.60 36.00 8,816.00 6.80 36.00 244.9 49.61 36.00 8,817.00 6.80 36.00 244.9 49.61 36.00 8,818.00 6.80 36.00 244.9 49.61 36.00 I 8,819.00 6.80 36.00 245.0 49.61 36.00 8,820.00 6.80 36.00 245.0 49.61 36.00 8,821.00 6.81 36.01 245.0 49.61 36.00 8,822.00 6.81 36.01 245.0 49.61 36.00 8,823.00 6.81 36.01 245.0 49.61 36.00 8,824.00 6.81 36.01 245.0 49.61 36.00 8,825.00 6.81 36.01 245.1 49.61 36.00 I 8,826.00 6.81 36.01 245.1 49.62 36.00 8,827.00 6.81 36.01 245.1 49.62 36.00 8,828.00 6.81 36.02 245.1 49.62 36.00 8,829.00 6.81 36.02 245.1 49.62 36.00 8,830.00 6.81 36.02 245.2 49.62 36.00 8,831.00 6.81 36.02 245.2 49.62 36.00 8,832.00 6.81 36.02 245.2 49.62 36.00 I 8,833.00 6.81 36.02 245.2 49.62 36.00 8,834.00 6.81 36.02 245.2 49.62 36.00 8,835.00 6.81 36.02 245.2 49.62 36.00 I 8,836.00 6.81 36.03 245.3 49.63 36.00 8,837.00 6.81 36.03 245.3 49.63 36.00 8,838.00 6.81 36.03 245.3 49.63 36.00 8,839.00 6.81 36.03 245.3 49.63 36.00 I 8,840.00 6.82 36.03 245.3 49.63 36.00 8,841.00 6.82 36.03 245.4 49.63 36.00 J 8,842.00 6.82 36.03 245.4 49.63 36.00 I 8,843.00 6.82 36.04 245.4 49.63 36.00 Project Engineer: Boyle Engineering _ v6.1 614n _ run4.fm2 Boyle Engineering FlowMaster [ ] y: \... \jurupa basin \dn mainline sta4715 u y g g 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 20 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width (iv) (ft) (ft) I 8,844.00 1 6.82 36.04 245.4 49.63 36.00 8,845.00 6.82 36.04 245.4 49.64 36.00 8,846.00 6.82 36.04 245.5 49.64 36.00 I 8,847.00 6.82 36.04 245.5 49.64 36.00 8,848.00 6.82 36.04 245.5 49.64 36.00 8,849.00 6.82 36.04 245.5 49.64 36.00 I 8,850.00 6.82 36.04 245.5 49.64 36.00 8,851.00 6.82 36.05 245.5 49.64 36.00 8,852.00 6.82 36.05 245.6 49.64 36.00 8,853.00 6.82 36.05 245.6 49.64 36.00 I I 8,854.00 6.82 36.05 245.6 49.64 36.00 8,855.00 6.82 36.05 245.6 49.65 36.00 8,856.00 6.82 36.05 245.6 49.65 36.00 I 8,857.00 6.82 36.05 245.7 49.65 36.00 8,858.00 6.82 36.06 245.7 49.65 36.00 - 8,859.00 6.82 36.06 245.7 49.65 36.00 8,860.00 6.83 36.06 245.7 49.65 36.00 1 8,861.00 6.83 36.06 245.7 49.65 36.00 8,862.00 6.83 36.06 245.8 49.65 36.00 8,863.00 6.83 36.06 245.8 49.65 36.00 I 8,864.00 6.83 36.06 245.8 49.66 36.00 8,865.00 6.83 36.06 245.8 49.66 36.00 8,866.00 6.83 36.07 245.8 49.66 36.00 8,867.00 6.83 36.07 245.8 49.66 36.00 I 8,868.00 6.83 36.07 245.9 49.66 36.00 8,869.00 6.83 36.07 245.9 49.66 36.00 8,870.00 6.83 36.07 245.9 49.66 36.00 8,871.00 6.83 36.07 245.9 49.66 36.00 I 8,872.00 6.83 36.07 245.9 49.66 36.00 8,873.00 6.83 36.07 246.0 49.66 36.00 8,874.00 6.83 36.08 246.0 49.67 36.00 8,875.00 6.83 36.08 246.0 49.67 36.00 8,876.00 6.83 36.08 246.0 49.67 36.00 8,877.00 6.83 36.08 246.0 49.67 36.00 8,878.00 6.83 36.08 246.1 49.67 36.00 I 8,879.00 6.84 36.08 246.1 49.67 36.00 8,880.00 6.84 36.08 246.1 49.67 36.00 8,881.00 6.84 36.09 246.1 49.67 36.00 I 8,882.00 6.84 36.09 246.1 49.67 36.00 8,883.00 6.84 36.09 246.1 49.67 36.00 8,884.00 6.84 36.09 246.2 49.68 36.00 8,885.00 6.84 36.09 246.2 49.68 36.00 I 8,886.00 6.84 36.09 246.2 49.68 36.00 8,887.00 6.84 36.09 246.2 49.68 36.00 8,888.00 6.84 36.09 246.2 49.68 36.00 8,889.00 6.84 36.10 246.3 49.68 36.00 8,890.00 6.84 36.10 246.3 49.68 36.00 1 11 1 8,891.00 6.84 36.10 246.3 49.68 36.00 8,892.00 6.84 36.10 246.3 49.68 36.00 8,893.00 6.84 36.10 246.3 49.69 36.00 I 8,894.00 6.84 36.10 246.4 49.69 36.00 .1 8,895.00 6.84 36.10 246.4 49.69 36.00 I 8,896.00 6.84 36.11 246.4 49.69 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa- basin\dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 - 1666 Page 21 of 86 I 1 Mainline Normal Depth at 72" & 96" dia. outlets • Rating Table for Rectangular Channel .1 Discharge Depth Velocity Flow Wetted Top -; (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) 8,897.00 6.84 36.11 246.4 49.69 36.00 8,898.00 6.85 36.11 246.4 49.69 36.00 8,899.00 6.85 36.11 246.4 49.69 36.00 I 8,900.00 6.85 36.11 246.5 49.69 36.00 8,901.00 6.85 36.11 246.5 49.69 36.00 8,902.00 6.85 36.11 246.5 49.69 36.00 I 8,903.00 6.85 36.11 246.5 49.70 36.00 8,904.00 6.85 36.12 246.5 49.70 36.00 8,905.00 6.85 36.12 246.6 49.70 36.00 8,906.00 6.85 36.12 246.6 49.70 36.00 I 8,907.00 6.85 36.12 246.6 49.70 36.00 8,908.00 6.85 36.12 246.6 49.70 36.00 8,909.00 6.85 36.12 246.6 49.70 36.00 I 8,910.00 6.85 36.12 246.7 49.70 36.00 8,911.00 6.85 36.13 246.7 49.70 36.00 8,912.00 6.85 36.13 246.7 49.70 36.00 8,913.00 6.85 36.13 246.7 49.71 36.00 1 8,914.00 6.85 36.13 246.7 49.71 36.00 8,915.00 6.85 36.13 246.7 49.71 36.00 8,916.00 6.85 36.13 246.8 49.71 36.00 I 8,917.00 6.86 36.13 246.8 49.71 36.00 8,918.00 6.86 36.13 246.8 49.71 36.00 8,919.00 6.86 36.14 246.8 49.71 36.00 8,920.00 6.86 36.14 246.8 49.71 36.00 I 8,921.00 6.86 36.14 246.9 49.71 36.00 8,922.00 6.86 36.14 246.9 49.72 36.00 8,923.00 6.86 36.14 246.9 49.72 36.00 8,924.00 6.86 36.14 246.9 49.72 36.00 I 8,925.00 6.86 36.14 246.9 49.72 36.00 8,926.00 6.86 36.14 246.9 49.72 36.00 8,927.00 6.86 36.15 247.0 49.72 36.00 .-!li 8,928.00 6.86 36.15 247.0 49.72 36.00 8,929.00 6.86 36.15 247.0 49.72 36.00 8,930.00 6.86 36.15 247.0 49.72 36.00 8,931.00 6.86 36.15 247.0 49.72 36.00 I 8,932.00 6.86 36.15 247.1 49.73 36.00 8,933.00 6.86 36.15 247.1 49.73 36.00 8,934.00 6.86 36.16 247.1 49.73 36.00 I 8,935.00 6.86 36.16 247.1 49.73 36.00 8,936.00 6.86 36.16 247.1 49.73 36.00 8,937.00 6.87 36.16 247.2 49.73 36.00 8,938.00 6.87 36.16 247.2 49.73 36.00 I 8,939.00 6.87 36.16 247.2 49.73 36.00 8,940.00 6.87 36.16 247.2 49.73 36.00 8,941.00 6.87 36.16 247.2 49.73 36.00 8,942.00 6.87 36.17 247.2 49.74 36.00 I 8,943.00 6.87 36.17 247.3 49.74 36.00 8,944.00 6.87 36.17 247.3 49.74 36.00 8,945.00 6.87 36.17 247.3 49.74 36.00 I 8,946.00 6.87 36.17 247.3 49.74 36.00 8,947.00 6.87 36.17 247.3 49.74 36.00 8,948.00 6.87 36.17 247.4 49.74 36.00 I 8,949.00 6.87 36.18 247.4 49.74 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 22 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (f fs) Area Perimeter Width (ft (ft) (ft) I 8,950.00 6.87 36.18 247.4 49.74 36.00 8,951.00 6.87 36.18 247.4 49.75 36.00 8,952.00 6.87 36.18 247.4 49.75 36.00 ' 8,953.00 6.87 36.18 247.5 49.75 36.00 8,954.00 6.87 36.18 247.5 49.75 36.00 8,955.00 6.87 36.18 247.5 49.75 36.00 8,956.00 6.88 36.18 247.5 49.75 36.00 8,957.00 6.88 36.19 247.5 49.75 36.00 8,958.00 6.88 36.19 247.5 49.75 36.00 8,959.00 6.88 36.19 247.6 49.75 36.00 8,960.00 6.88 36.19 247.6 49.75 36.00 8,961.00 6.88 36.19 247.6 49.76 36.00 8,962.00 6.88 36.19 247.6 49.76 36.00 8,963.00 6.88 36.19 247.6 49.76 36.00 8,964.00 6.88 36.19 247.7 49.76 36.00 8,965.00 6.88 36.20 247.7 49.76 36.00 8,966.00 6.88 36.20 247.7 49.76 36.00 8,967.00 6.88 36.20 247.7 49.76 36.00 8,968.00 6.88 36.20 247.7 49.76 36.00 8,969.00 6.88 36.20 247.8 49.76 36.00 I 8,970.00 6.88 36.20 247.8 49.77 36.00 8,971.00 6.88 36.20 247.8 49.77 36.00 8,972.00 6.88 36.21 247.8 49.77 36.00 8,973.00 6.88 36.21 247.8 49.77 36.00 8,974.00 6.88 36.21 247.8 49.77 36.00 8,975.00 6.89 36.21 247.9 49.77 36.00 8,976.00 6.89 36.21 247.9 49.77 36.00 8,977.00 6.89 36.21 247.9 49.77 36.00 I 8,978.00 6.89 36.21 247.9 49.77 36.00 8,979.00 6.89 36.21 247.9 49.77 36.00 8,980.00 6.89 36.22 248.0 49.78 36.00 8,981.00 6.89 36.22 248.0 49.78 36.00 8,982.00 6.89 36.22 248.0 49.78 36.00 8,983.00 6.89 36.22 248.0 49.78 36.00 8,984.00 6.89 36.22 248.0 49.78 36.00 I 8,985.00 6.89 36.22 248.0 49.78 36.00 8,986.00 6.89 36.22 248.1 49.78 36.00 8,987.00 6.89 36.23 248.1 49.78 36.00 I 8,988.00 6.89 36.23 248.1 49.78 36.00 8,989.00 6.89 36.23 248.1 49.78 36.00 8,990.00 6.89 36.23 248.1 49.79 36.00 8,991.00 6.89 36.23 248.2 49.79 36.00 I 8,992.00 6.89 36.23 248.2 49.79 36.00 8,993.00 6.89 36.23 248.2 49.79 36.00 8,994.00 6.89 36.23 248.2 49.79 36.00 . 8,995.00 6.90 36.24 248.2 49.79 36.00 8,996.00 6.90 36.24 248.3 49.79 36.00 8,997.00 6.90 36.24 248.3 49.79 36.00 8,998.00 6.90 36.24 248.3 49.79 36.00 I 8,999.00 6.90 X36.24 248.3 49.80 36.00 9,000.00 6.90 36.24 248.3 49.80 36.00 9,001.00 6.90 36.24 248.3 49.80 36.00 I 9,002.00 6.90 36.24 248.4 49.80 36.00 Project Engineer: Boyle Engineering y: \... \jurupa basin \dn mainline run4.fm2 Boyle Engineering FlowMaster v6.1 (614n1 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 23 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width (ft=) (ft) (ft) I 9,003.00 6.90 36.25 248.4 49.80 36.00 9,004.00 6.90 36.25 248.4 49.80 36.00 9,005.00 6.90 36.25 248.4 49.80 36.00 I 9,006.00 6.90 36.25 248.4 49.80 36.00 9,007.00 6.90 36.25 248.5 49.80 36.00 9,008.00 6.90 36.25 248.5 49.80 36.00 I 9,009.00 6.90 36.25 248.5 49.81 36.00 9,010.00 6.90 36.26 248.5 49.81 36.00 9,011.00 6.90 36.26 248.5 49.81 36.00 9,012.00 6.90 36.26 248.6 49.81 36.00 ,1 9,013.00 6.90 36.26 248.6 49.81 36.00 9,014.00 6.91 36.26 248.6 49.81 36.00 9,015.00 6.91 36.26 248.6 49.81 36.00 1 9,016.00 6.91 36.26 248.6 49.81 36.00 9,017.00 6.91 36.26 248.6 49.81 36.00 9,018.00 6.91 36.27 248.7 49.81 36.00 9,019.00 6.91 36.27 248.7 49.82 36.00 1 9,020.00 6.91 36.27 248.7 49.82 36.00 9,021.00 6.91 36.27 248.7 49.82 36.00 9,022.00 6.91 36.27 248.7 49.82 36.00 I 9,023.00 6.91 36.27 248.8 49.82 36.00 9,024.00 6.91 36.27 248.8 49.82 36.00 9,025.00 6.91 36.27 248.8 49.82 36.00 9,026.00 6.91 36.28 248.8 49.82 36.00 I 9,027.00 6.91 36.28 248.8 49.82 36.00 9,028.00 6.91 36.28 248.9 49.83 36.00 9,029.00 6.91 36.28 248.9 49.83 36.00 9,030.00 6.91 36.28 248.9 49.83 36.00 I 9,031.00 6.91 36.28 248.9 49.83 36.00 9,032.00 6.91 36.28 248.9 49.83 36.00 9,033.00 6.92 36.29 248.9 49.83 36.00 -,!/ 9,034.00 6.92 36.29 249.0 49.83 36.00 9,035.00 6.92 36.29 249.0 49.83 36.00 9,036.00 6.92 36.29 249.0 49.83 36.00 I 9,037.00 6.92 36.29 249.0 49.83 36.00 9,038.00 6.92 36.29 249.0 49.84 36.00 9,039.00 6.92 36.29 249.1 49.84 36.00 9,040.00 6.92 36.29 249.1 49.84 36.00 1 9,041.00 6.92 36.30 249.1 49.84 36.00 9,042.00 6.92 36.30 249.1 49.84 36.00 9,043.00 6.92 36.30 249.1 49.84 36.00 9,044.00 6.92 36.30 249.1 49.84 36.00 I 9,045.00 6.92 36.30 249.2 49.84 36.00 9,046.00 6.92 36.30 249.2 49.84 36.00 9,047.00 6.92 36.30 249.2 49.84 36.00 I 9,048.00 6.92 36.30 249.2 49.85 36.00 9,049.00 6.92 36.31 249.2 49.85 36.00 9,050.00 6.92 36.31 249.3 49.85 36.00 9,051.00 6.92 36.31 249.3 49.85 36.00 U 9,052.00 6.92 36.31 249.3 49.85 36.00 9,053.00 6.93 36.31 249.3 49.85 36.00 9,054.00 6.93 36.31 249.3 49.85 36.00 I 9,055.00 6.93 36.31 249.4 49.85 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa- basin\dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 24 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top j (cfs) (ft) (ft/s) Area Perimeter Width I (ft') (ft) (ft) 9,056.00 6.93 36.32 249.4 49.85 36.00 9,057.00 6.93 36.32 249.4 49.85 36.00 9,058.00 6.93 36.32 249.4 49.86 36.00 I 9,059.00 6.93 36.32 249.4 49.86 36.00 9,060.00 6.93 36.32 249.4 49.86 36.00 9,061.00 6.93 36.32 249.5 49.86 36.00 I 9,062.00 6.93 36.32 249.5 49.86 36.00 9,063.00 6.93 36.32 249.5 49.86 36.00 9,064.00 6.93 36.33 249.5 49.86 36.00 9,065.00 6.93 36.33 249.5 49.86 36.00 I 9,066.00 6.93 36.33 249.6 49.86 36.00 9,067.00 6.93 36.33 249.6 49.87 36.00 9,068.00 6.93 36.33 249.6 49.87 36.00 I 9,069.00 6.93 36.33 249.6 49.87 36.00 9,070.00 6.93 36.33 249.6 49.87 36.00 9,071.00 6.93 36.33 249.6 49.87 36.00 9,072.00 6.94 36.34 249.7 49.87 36.00 1 9,073.00 6.94 36.34 249.7 49.87 36.00 9,074.00 6.94 36.34 249.7 49.87 36.00 9,075.00 6.94 36.34 249.7 49.87 36.00 I 9,076.00 6.94 36.34 249.7 49.87 36.00 9,077.00 6.94 36.34 249.8 49.88 36.00 9,078.00 6.94 36.34 249.8 49.88 36.00 9,079.00 6.94 36.35 249.8 49.88 36.00 I 9,080.00 6.94 36.35 249.8 49.88 36.00 9,081.00 6.94 36.35 249.8 49.88 36.00 9,082.00 6.94 36.35 249.9 49.88 36.00 I 9,083.00 6.94 36.35 249.9 49.88 36.00 9,084.00 6.94 36.35 249.9 49.88 36.00 9,085.00 6.94 36.35 249.9 49.88 36.00 9,086.00 6.94 36.35 249.9 49.88 36.00 9,087.00 6.94 36.36 249.9 49.89 36.00 9,088.00 6.94 36.36 250.0 49.89 36.00 9,089.00 6.94 36.36 250.0 49.89 36.00 I 9,090.00 6.94 36.36 250.0 49.89 36.00 9,091.00 6.95 36.36 250.0 49.89 36.00 9,092.00 6.95 36.36 250.0 49.89 36.00 9,093.00 6.95 36.36 250.1 49.89 36.00 I 9,094.00 6.95 36.36 250.1 49.89 36.00 9,095.00 6.95 36.37 250.1 49.89 36.00 9,096.00 6.95 36.37 250.1 49.90 36.00 I 9,097.00 6.95 36.37 250.1 49.90 36.00 9,098.00 6.95 36.37 250.2 49.90 36.00 9,099.00 6.95 36.37 250.2 49.90 36.00 9,100.00 6.95 36.37 250.2 49.90 36.00 I 9,101.00 6.95 36.37 250.2 49.90 36.00 9,102.00 6.95 36.38 250.2 49.90 36.00 9,103.00 6.95 36.38 250.2 49.90 36.00 I 9,104.00 6.95 36.38 250.3 49.90 36.00 9,105.00 6.95 36.38 250.3 49.90 36.00 9,106.00 6.95 36.38 250.3 49.91 36.00 . 9,107.00 6.95 36.38 250.3 49.91 36.00 I 9,108.00 6.95 36.38 250.3 49.91 36.00 Project Engineer: Boyle Engineering y: \... \jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] ' 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 25 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top j (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,109.00 6.95 36.38 250.4 49.91 36.00 9,110.00 6.95 36.39 250.4 49.91 36.00 9,111.00 6.96 36.39 250.4 49.91 36.00 I 9,112.00 6.96 36.39 250.4 49.91 36.00 9,113.00 6.96 36.39 250.4 49.91 36.00 9,11 4.00 6.96 36.39 250.4 49.91 36.00 I 9,115.00 6.96 36.39 250.5 49.91 36.00 9,116.00 6.96 36.39 250.5 49.92 36.00 9,117.00 6.96 36.39 250.5 49.92 36.00 9,118.00 6.96 36.40 250.5 49.92 36.00 I 9,119.00 6.96 36.40 250.5 49.92 36.00 9,120.00 6.96 36.40 250.6 49.92 36.00 9,121.00 6.96 36.40 250.6 49.92 36.00 I 9,122.00 6.96 36.40 250.6 49.92 36.00 9,123.00 6.96 36.40 250.6 49.92 36.00 _ 9,124.00 6.96 36.40 250.6 49.92 36.00 J 9,125.00 6.96 36.41 250.7 49.93 36.00 9,126.00 6.96 36.41 250.7 49.93 36.00 9,127.00 6.96 36.41 250.7 49.93 36.00 1 9,128.00 6.96 36.41 250.7 49.93 36.00 9,129.00 6.96 36.41 250.7 49.93 36.00 I 9,130.00 6.97 36.41 250.7 49.93 36.00 9,131.00 6.97 36.41 250.8 49.93 36.00 9,132.00 6.97 36.41 250.8 49.93 36.00 I 9,133.00 6.97 36.42 250.8 49.93 36.00 9,134.00 6.97 36.42 250.8 49.93 36.00 9,135.00 6.97 36.42 250.8 49.94 36.00 9,136.00 6.97 36.42 250.9 49.94 36.00 U 9,137.00 6.97 36.42 250.9 49.94 36.00 9,138.00 6.97 36.42 250.9 49.94 36.00 9,139.00 6.97 36.42 250.9 49.94 36.00 I 9,1 40.00 6.97 36.42 250.9 49.94 36.00 9,141.00 6.97 36.43 250.9 49.94 36.00 9,142.00 6.97 36.43 251.0 49.94 36.00 9,143.00 6.97 36.43 251.0 49.94 36.00 I 9,144.00 6.97 36.43 251.0 49.94 36.00 9,145.00 6.97 36.43 251.0 49.95 36.00 9,146.00 6.97 36.43 251.0 49.95 36.00 I 9,147.00 6.97 36.43 251.1 49.95 36.00 9,148.00 6.97 36.43 251.1 49.95 36.00 9,149.00 6.97 36.44 251.1 49.95 36.00 9,150.00 6.98 36.44 251.1 49.95 36.00 I 9,151.00 6.98 36.44 251.1 49.95 36.00 9,152.00 6.98 36.44 251.2 49.95 36.00 9,153.00 6.98 36.44 251.2 49.95 36.00 I 9,154.00 6.98 36.44 251.2 49.96 36.00 9,155.00 6.98 36.44 251.2 49.96 36.00 9,156.00 6.98 36.45 251.2 49.96 36.00 9,157.00 6.98 36.45 251.2 49.96 36.00 I 9,158.00 6.98 36.45 251.3 49.96 36.00 9,159.00 6.98 36.45 251.3 49.96 36.00 9,160.00 6.98 36.45 251.3 49.96 36.00 I 9,161.00 6.98 36.45 251.3 49.96 36.00 Project Engineer: Boyle Engineering y:\... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n1 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 26 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel - I Discharge Depth Velocity Flow Wetted Top _j (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,162.00 6.98 36.45 251.3 49.96 36.00 9,163.00 6.98 36.45 251.4 49.96 36.00 9,164.00 6.98 36.46 251.4 49.97 36.00 I 9,165.00 6.98 36.46 251.4 49.97 36.00 9,166.00 6.98 36.46 251.4 49.97 36.00 9,167.00 6.98 36.46 251.4 49.97 36.00 I 9,168.00 6.98 36.46 251.4 49.97 36.00 9,169.00 6.99 36.46 251.5 49.97 36.00 9,170.00 6.99 36.46 251.5 49.97 36.00 9,171.00 6.99 36.46 251.5 49.97 36.00 I 9,172.00 6.99 36.47 251.5 49.97 36.00 9,173.00 6.99 36.47 251.5 49.97 36.00 9,174.00 6.99 36.47 251.6 49.98 36.00 I 9,175.00 6.99 36.47 251.6 49.98 36.00 9,176.00 6.99 36.47 251.6 49.98 36.00 9,177.00 6.99 36.47 251.6 49.98 36.00 9,178.00 6.99 36.47 251.6 49.98 36.00 1 9,179.00 6.99 36.47 251.7 49.98 36.00 9,180.00 6.99 36.48 251.7 49.98 36.00 9,181.00 6.99 36.48 251.7 49.98 36.00 I 9,182.00 6.99 36.48 251.7 49.98 36.00 9,183.00 6.99 36.48 251.7 49.98 36.00 9,184.00 6.99 36.48 251.7 49.99 36.00 9,185.00 6.99 36.48 251.8 49.99 36.00 I 9,186.00 6.99 36.48 251.8 49.99 36.00 9,187.00 6.99 36.49 251.8 49.99 36.00 9,188.00 6.99 36.49 251.8 49.99 36.00 I 9,189.00 7.00 36.49 251.8 49.99 36.00 . 9,190.00 7.00 36.49 251.9 49.99 36.00 9,191.00 7.00 36.49 251.9 49.99 36.00 9,192.00 7.00 36.49 251.9 49.99 36.00 9,193.00 7.00 36.49 251.9 50.00 36.00 9,194.00 7.00 36.49 251.9 50.00 36.00 9,195.00 7.00 36.50 251.9 50.00 36.00 9,196.00 7.00 36.50 252.0 50.00 36.00 I 9,197.00 7.00 36.50 252.0 50.00 36.00 9,198.00 7.00 36.50 252.0 50.00 36.00 9,199.00 7.00 36.50 252.0 50.00 36.00 I 9,200.00 7.00 36.50 252.0 50.00 36.00 9,201.00 7.00 36.50 252.1 50.00 36.00 9,202.00 ' 7.00 36.50 252.1 50.00 36.00 9,203.00 7.00 36.51 252.1 50.01 36.00 I 9,204.00 7.00 36.51 252.1 50.01 36.00 9,205.00 7.00 36.51 252.1 50.01 36.00 9,206.00 7.00 36.51 252.2 50.01 36.00 I 9,207.00 7.00 36.51 252.2 50.01 36.00 9,208.00 7.01 36.51 252.2 50.01 36.00 9,209.00 7.01 36.51 252.2 50.01 36.00 I 9,210.00 7.01 36.51 252.2 50.01 36.00 9,211.00 7.01 36.52 252.2 50.01 36.00 9,212.00 7.01 36.52 252.3 50.01 36.00 9,213.00 7.01 36.52 252.3 50.02 36.00 I 9,214.00 7.01 36.52 252.3 50.02 36.00 Project Engineer. Boyle Engineering y: \... \jurupa- basin \dn_mainline sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 (614n] I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 27 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel -' Discharge Depth Velocity Flow Wetted Top _j (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,215.00 7.01 36.52 252.3 50.02 36.00 9,216.00 7.01 36.52 252.3 50.02 36.00 9,217.00 7.01 36.52 252.4 50.02 36.00 I 9,218.00 7.01 36.52 252.4 50.02 36.00 9,219.00 7.01 36.53 252.4 50.02 36.00 9,220.00 7.01 36.53 252.4 50.02 36.00 I 9,221.00 7.01 36.53 252.4 50.02 36.00 9,222.00 7.01 36.53 252.4 50.02 36.00 9,223.00 7.01 36.53 252.5 50.03 36.00 • 9,224.00 7.01 36.53 252.5 50.03 36.00 I , 9,225.00 7.01 36.53 252.5 50.03 36.00 9,226.00 7.01 36.54 252.5 50.03 36.00 9,227.00 7.02 36.54 252.5 50.03 36.00 I 9,228.00 7.02 36.54 252.6 50.03 36.00 9,229.00 7.02 36.54 252.6 50.03 36.00 9,230.00 7.02 36.54 252.6 50.03 36.00 9,231.00 7.02 36.54 252.6 50.03 36.00 I 9,232.00 7.02 36.54 252.6 50.04 36.00 9,233.00 7.02 36.54 252.7 50.04 36.00 9,234.00 7.02 36.55 252.7 50.04 36.00 I 9,235.00 7.02 36.55 252.7 50.04 36.00 9,236.00 7.02 36.55 252.7 50.04 36.00 9,237.00 7.02 36.55 252.7 50.04 36.00 9,238.00 7.02 36.55 252.7 50.04 36.00 I 9,239.00 7.02 36.55 252.8 50.04 36.00 9,240.00 7.02 36.55 252.8 50.04 36.00 9,241.00 7.02 36.55 252.8 50.04 36.00 9,242.00 7.02 36.56 252.8 50.05 36.00 I 9,243.00 7.02 36.56 252.8 50.05 36.00 9,244.00 7.02 36.56 252.9 50.05 36.00 9,245.00 7.02 36.56 252.9 50.05 36.00 9,246.00 7.02 36.56 252.9 50.05 36.00 9,247.00 7.03 36.56 252.9 50.05 36.00 9,248.00 7.03 36.56 252.9 50.05 36.00 I 9,249.00 7.03 36.56 252.9 50.05 36.00 9,250.00 7.03 36.57 253.0 50.05 36.00 9,251.00 7.03 36.57 253.0 50.05 36.00 9,252.00 7.03 36.57 253.0 50.06 36.00 I 9,253.00 7.03 36.57 253.0 50.06 36.00 9,254.00 7.03 36.57 253.0 50.06 36.00 9,255.00 7.03 36.57 253.1 50.06 36.00 9,256.00 7.03 36.57 253.1 50.06 36.00 I 9,257.00 7.03 36.57 253.1 50.06 36.00 9,258.00 7.03 36.58 253.1 50.06 36.00 9,259.00 7.03 36.58 253.1 50.06 36.00 I 9,260.00 7.03 36.58 253.2 50.06 36.00 9,261.00 7.03 36.58 253.2 50.07 36.00 9,262.00 7.03 36.58 253.2 50.07 36.00 9,263.00 7.03 36.58 253.2 50.07 36.00 I 9,264.00 7.03 36.58 253.2 50.07 36.00 9,265.00 7.03 36.59 253.2 50.07 36.00 1 9,266.00 7.04 36.59 253.3 50.07 36.00 I 9,267.00 7.04 36.59 253.3 50.07 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 28 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) 9,268.00 7.04 36.59 253.3 50.07 36.00 9,269.00 7.04 36.59 253.3 50.07 36.00 9,270.00 7.04 36.59 253.3 50.07 36.00 I 9,271.00 7.04 36.59 253.4 50.08 36.00 9,272.00 7.04 36.59 253.4 50.08 36.00 9,273.00 7.04 36.60 253.4 50.08 36.00 I 9,274.00 7.04 36.60 253.4 50.08 36.00 9,275.00 7.04 36.60 253.4 50.08 36.00 9,276.00 7.04 36.60 253.4 50.08 36.00 I 9,277.00 7.04 36.60 253.5 50.08 36.00 9,278.00 7.04 36.60 253.5 50.08 36.00 9,279.00 7.04 36.60 253.5 50.08 36.00 9,280.00 7.04 36.60 253.5 50.08 36.00 I 9,281.00 7.04 36.61 253.5 50.09 36.00 9,282.00 7.04 36.61 253.6 50.09 36.00 +� 9,283.00 7.04 36.61 253.6 50.09 36.00 1 9,284.00 7.04 36.61 253.6 50.09 36.00 9,285.00 7.04 36.61 253.6 50.09 36.00 9,286.00 7.05 36.61 253.6 50.09 36.00 9,287.00 7.05 36.61 253.7 50.09 36.00 I 9,288.00 7.05 36.61 253.7 50.09 36.00 9,289.00 7.05 36.62 253.7 50.09 36.00 9,290.00 7.05 36.62 253.7 50.09 36.00 9,291.00 7.05 36.62 253.7 50.10 36.00 I 9,292.00 7.05 36.62 253.7 50.10 36.00 9,293.00 7.05 36.62 253.8 50.10 36.00 9,294.00 7.05 36.62 253.8 50.10 36.00 I 9,295.00 7.05 36.62 253.8 50.10 36.00 9,296.00 7.05 36.62 253.8 50.10 36.00 9,297.00 7.05 36.63 253.8 50.10 36.00 9,298.00 7.05 36.63 253.9 50.10 36.00 I 9,299.00 7.05 36.63 253.9 50.10 36.00 _ 9,300.00 7.05 36.63 253.9 50.11 36.00 7] 9,301.00 7.05 36.63 253.9 50.11 36.00 I 9,302.00 7.05 36.63 253.9 50.11 36.00 9,303.00 7.05 36.63 253.9 50.11 36.00 9,304.00 7.05 36.64 254.0 50.11 36.00 9,305.00 7.06 36.64 254.0 50.11 36.00 I 9,306.00 7.06 36.64 254.0 50.11 36.00 9,307.00 7.06 36.64 254.0 50.11 36.00 9,308.00 7.06 36.64 254.0 50.11 36.00 I 9,309.00 7.06 36.64 254.1 50.11 36.00 9,310.00 7.06 36.64 254.1 50.12 36.00 9,311.00 7.06 36.64 254.1 50.12 36.00 9,312.00 7.06 36.65 254.1 50.12 36.00 I 9,313.00 7.06 36.65 254.1 50.12 36.00 9,314.00 7.06 36.65 254.1 50.12 36.00 9,315.00 7.06 36.65 254.2 50.12 36.00 I 9,316.00 7.06 36.65 254.2 50.12 36.00 9,317.00 7.06 36.65 254.2 50.12 36.00 9,318.00 7.06 36.65 254.2 50.12 36.00 il 9,319.00 7.06 36.65 254.2 50.12 36.00 I 9,320.00 7.06 36.66 254.3 50.13 36.00 Project Engineer. Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] II 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 29 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel -' Discharge Depth Velocity Flow Wetted Top . -.1 (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) 9,321.00 7.06 36.66 254.3 50.13 36.00 9,322.00 7.06 36.66 254.3 50.13 36.00 9,323.00 7.06 36.66 254.3 50.13 36.00 I 9,324.00 7.06 36.66 254.3 50.13 36.00 9,325.00 7.07 36.66 254.4 50.13 36.00 9,326.00 7.07 36.66 254.4 50.13 36.00 I 9,327.00 7.07 36.66 254.4 50.13 36.00 9,328.00 7.07 36.67 254.4 50.13 36.00 9,329.00 7.07 36.67 254.4 50.13 36.00 9,330.00 7.07 36.67 254.4 50.14 36.00 I 9,331.00 7.07 36.67 254.5 50.14 36.00 9,332.00 7.07 36.67 254.5 50.14 36.00 9,333.00 7.07 36.67 254.5 50.14 36.00 I 9,334.00 7.07 36.67 254.5 50.14 36.00 9,335.00 7.07 36.67 254.5 50.14 36.00 9,336.00 7.07 36.68 254.6 50.14 36.00 9,337.00 7.07 36.68. 254.6 50.14 36.00 9,338.00 7.07 36.68. 254.6 50.14 36.00 9,339.00 7.07 36.68 254.6 50.15 36.00 9,340.00 7.07 36.68 254.6 50.15 36.00 I 9,341.00 7.07 36.68 254.6 50.15 36.00 9,342.00 7.07 36.68 254.7 50.15 36.00 9,343.00 7.07 36.68 254.7 50.15 36.00 9,344.00 7.08 36.69 254.7 50.15 36.00 I 9,345.00 7.08 36.69 254.7 50.15 36.00 9,346.00 7.08 36.69 254.7 50.15 36.00 9,347.00 7.08 36.69 254.8 50.15 36.00 I 9,348.00 7.08 36.69 254.8 50.15 36.00 9,349.00 7.08 36.69 254.8 50.16 36.00 9,350.00 7.08 36.69 254.8 50.16 36.00 9,351.00 7.08 36.69 254.8 50.16 36.00 9,352.00 7.08 36.70 254.8 50.16 36.00 9,353.00 7.08 36.70 254.9 50.16 36.00 9,354.00 7.08 36.70 254.9 50.16 36.00 I 9,355.00 7.08 36.70 254.9 50.16 36.00 9,356.00 7.08 36.70 254.9 50.16 36.00 9,357.00 7.08 36.70 254.9 50.16 36.00 9,358.00 7.08 36.70 255.0 50.16 36.00 I 9,359.00 7.08 36.71 255.0 50.17 36.00 9,360.00 7.08 36.71 255.0 50.17 36.00 9,361.00 7.08 36.71 255.0 50.17 36.00 9,362.00 7.08 36.71 255.0 50.17 36.00 I 9,363.00 7.08 36.71 255.1 50.17 36.00 9,364.00 7.09 36.71 255.1 50.17 36.00 9,365.00 7.09 36.71 255.1 50.17 36.00 I 9,366.00 7.09 36.71 255.1 50.17 36.00 9,367.00 7.09 36.72 255.1 50.17 36.00 9,368.00 7.09 36.72 255.1 50.17 36.00 I 9,369.00 7.09 36.72 255.2 50.18 36.00 9,370.00 7.09 36.72 255.2 50.18 36.00 9,371.00 7.09 36.72 255.2 50.18 36.00 3 9,372.00 7.09 36.72 255.2 50.18 36.00 I 9,373.00 7.09 36.72 255.2 50.18 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11 :53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 30 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel - I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) U 9,374.00 7.09 36.72 255.3 50.18 36.00 9,375.00 7.09 36.73 255.3 50.18 36.00 9,376.00 7.09 36.73 255.3 50.18 36.00 I 9,377.00 7.09 36.73 255.3 50.18 36.00 9,378.00 7.09 36.73 255.3 50.18 36.00 9,379.00 7.09 36.73 255.3 50.19 36.00 9,380.00 7.09 36.73 255.4 50.19 36.00 I 9,381.00 7.09 36.73 255.4 50.19 36.00 9,382.00 7.09 36.73 255.4 50.19 36.00 9,383.00 7.10 36.74 255.4 50.19 36.00 I 9,384.00 7.10 36.74 255.4 50.19 36.00 9,385.00 7.10 36.74 255.5 50.19 36.00 • 9,386.00 7.10 36.74 255.5 50.19 36.00 9,387.00 7.10 36.74 255.5 50.19 36.00 I 9,388.00 7.10 36.74 255.5 50.20 36.00 9,389.00 7.10 36.74 255.5 50.20 36.00 j 9,390.00 7.10 36.74 255.5 50.20 36.00 9,391.00 7.10 36.75 255.6 50.20 36.00 9,392.00 7.10 36.75 255.6 50.20 36.00 9,393.00 7.10 36.75 255.6 50.20 36.00 9,394.00 7.10 36.75 255.6 50.20 36.00 I 9,395.00 7.10 36.75 255.6 50.20 36.00 9,396.00 7.10 36.75 255.7 50.20 36.00 9,397.00 7.10 36.75 255.7 50.20 36.00 I 9,398.00 7.10 36.75 255.7 50.21 36.00 9,399.00 7.10 36.76 255.7 50.21 36.00 9,400.00 7.10 36.76 255.7 50.21 36.00 9,401.00 7.10 36.76 255.8 50.21 36.00 I 9,402.00 7.10 36.76 255.8 50.21 36.00 9,403.00 7.11 36.76 255.8 50.21 36.00 • 9,404.00 7.11 36.76 255.8 50.21 36.00 9,405.00 9,406.00 7.11 36.76 255.8 50.21 36.00 7.11 36.76 255.8 50.21 36.00 9,407.00 7.11 36.77 255.9 50.21 36.00 9,408.00 7.11 36.77 255.9 50.22 36.00 I 9,409.00 7.11 36.77 255.9 50.22 36.00 9,410.00 7.11 36.77 255.9 50.22 36.00 9,411.00 7.11 36.77 255.9 50.22 36.00 I 9,412.00 7.11 36.77 256.0 50.22 36.00 9,413.00 7.11 36.77 256.0 50.22 36.00 9,414.00 7.11 36.77 256.0 50.22 36.00 9,415.00 7.11 36.78 256.0 50.22 36.00 I 9,416.00 7.11 36.78 256.0 50.22 36.00 9,417.00 7.11 36.78 256.0 50.22 36.00 9,418.00 7.11 36.78 256.1 50.23 36.00 I 9,419.00 7.11 36.78 256.1 50.23 36.00 9,420.00 7.11 36.78 256.1 50.23 36.00 9,421.00 7.11 36.78 256.1 50.23 36.00 9,422.00 7.11 36.78 256.1 50.23 36.00 I 9,423.00 7.12 36.79 256.2 50.23 36.00 9,424.00 7.12 36.79 256.2 50.23 36.00 9,425.00 7.12 36.79 256.2 50.23 36.00 9,426.00 7.12 36.79 256.2 50.23 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 (614n] 05/28/03 10:11:53 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 31 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width - i (ft') (ft) (ft) I 9,427.00 7.12 36.79 256.2 50.24 36.00 9,428.00 7.12 36.79 256.2 50.24 36.00 9,429.00 7.12 36.79 256.3 50.24 36.00 I 9,430.00 7.12 36.79 256.3 50.24 36.00 9,431.00 7.12 36.80 256.3 50.24 36.00 9,432.00 7.12 36.80 256.3 50.24 36.00 9,433.00 7.12 36.80 256.3 50.24 36.00 I 9,434.00 7.12 36.80 256.4 50.24 36.00 9,435.00 7.12 36.80 256.4 50.24 36.00 9,436.00 7.12 36.80 256.4 50.24 36.00 I 9,437.00 7.12 36.80 256.4 50.25 36.00 9,438.00 7.12 36.80 256.4 50.25 36.00 9,439.00 7.12 36.81 256.5 50.25 36.00 9,440.00 7.12 36.81 256.5 50.25 36.00 I 9,441.00 7.12 36.81 256.5 50.25 36.00 9,442.00 7.13 36.81 256.5 50.25 36.00 1 9,443.00 7.13 36.81 256.5 50.25 36.00 I 9,444.00 9,445.00 7.13 36.81 256.5 50.25 36.00 7.13 36.81 256.6 50.25 36.00 9,446.00 7.13 36.82 256.6 50.25 36.00 9,447.00 7.13 36.82 256.6 50.26 36.00 I 9,448.00 7.13 36.82 256.6 50.26 36.00 9,449.00 7.13 36.82 256.6 50.26 36.00 9,450.00 7.13 36.82 256.7 50.26 36.00 I 9,451.00 7.13 36.82 256.7 50.26 36.00 9,452.00 7.13 36.82 256.7 50.26 36.00 9,453.00 7.13 36.82 256.7 50.26 36.00 9,454.00 7.13 36.83 256.7 50.26 36.00 I 9,455.00 7.13 36.83 256.7 50.26 36.00 9,456.00 7.13 36.83 256.8 50.26 36.00 9,457.00 7.13 36.83 256.8 50.27 36.00 I 9,458.00 7.13 36.83 256.8 50.27 36.00 9,459.00 7.13 36.83 256.8 50.27 36.00 I] 9,460.00 7.13 36.83 256.8 50.27 36.00 9,461.00 7.13 36.83 256.9 50.27 36.00 I 9,462.00 7.14 36.84 256.9 50.27 36.00 9,463.00 7.14 36.84 256.9 50.27 36.00 9,464.00 7.14 36.84 256.9 50.27 36.00 I 9,465.00 7.14 36.84 256.9 50.27 36.00 9,466.00 7.14 36.84 256.9 50.27 36.00 9,467.00 7.14 36.84 257.0 50.28 36.00 9,468.00 7.14 36.84 257.0 50.28 36.00 I 9,469.00 7.14 36.84 257.0 50.28 36.00 9,470.00 7.14 36.85 257.0 50.28 36.00 9,471.00 7.14 36.85 257.0 50.28 36.00 I 9,472.00 7.14 36.85 257.1 50.28 36.00 9,473.00 7.14 36.85 257.1 50.28 36.00 9,474.00 7.14 36.85 257.1 50.28 36.00 9,475.00 7.14 36.85 257.1 50.28 36.00 I 9,476.00 7.14 36.85 257.1 50.29 36.00 9,477.00 7.14 36.85 257.1 50.29 36.00 9,478.00 7.14 36.86 257.2 50.29 36.00 I 9,479.00 7.14 36.86 257.2 50.29 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa basin\dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 32 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,480.00 7.14 36.86 257.2 50.29 36.00 9,481.00 7.15 36.86 257.2 50.29 36.00 9,482.00 7.15 36.86 257.2 50.29 36.00 I 9,483.00 7.15 36.86 257.3 50.29 36.00 9,484.00 7.15 36.86 257.3 50.29 36.00 9,485.00 7.15 36.86 257.3 50.29 36.00 9,486.00 7.15 36.87 257.3 50.30 36.00 I 9,487.00 7.15 36.87 257.3 50.30 36.00 9,488.00 7.15 36.87 257.4 50.30 36.00 9,489.00 7.15 36.87 257.4 50.30 36.00 I 9,490.00 7.15 36.87 257.4 50.30 36.00 9,491.00 7.15 36.87 257.4 50.30 36.00 9,492.00 7.15 36.87 257.4 50.30 36.00 9,493.00 7.15 36.87 257.4 50.30 36.00 I 9,494.00 7.15 36.88 257.5 50.30 36.00 9,495.00 7.15 36.88 257.5 50.30 36.00 9,496.00 7.15 36.88 257.5 50.31 36.00 9,497.00 7.15 36.88 257.5 50.31 36.00 9,498.00 7.15 36.88 257.5 50.31 36.00 9,499.00 7.15 36.88 257.6 50.31 36.00 9,500.00 7.15 36.88 257.6 50.31 36.00 I 9,501.00 7.16 36.88 257.6 50.31 36.00 9,502.00 7.16 36.89 257.6 50.31 36.00 9,503.00 7.16 36.89 257.6 50.31 36.00 I 9,504.00 7.16 36.89 257.6 50.31 36.00 9,505.00 7.16 36.89 257.7 50.31 36.00 9,506.00 7.16 36.89 257.7 50.32 36.00 9,507.00 7.16 36.89 257.7 50.32 36.00 I 9,508.00 7.16 36.89 257.7 50.32 36.00 9,509.00 7.16 36.89 257.7 50.32 36.00 9,510.00 7.16 36.90 257.8 50.32 36.00 I 9,511.00 7.16 36.90 257.8 50.32 36.00 9,512.00 7.16 36.90 257.8 50.32 36.00 _1 9,513.00 7.16 36.90 257.8 50.32 36.00 9,514.00 7.16 36.90 257.8 50.32 36.00 I 9,515.00 7.16 36.90 257.8 50.32 36.00 9,516.00 7.16 36.90 257.9 50.33 36.00 9,517.00 7.16 36.90 257.9 50.33 36.00 9,518.00 7.16 36.91 257.9 50.33 36.00 I 9,519.00 7.16 36.91 257.9 50.33 36.00 9,520.00 7.16 36.91 257.9 50.33 36.00 9,521.00 7.17 36.91 258.0 50.33 36.00 9,522.00 7.17 36.9 1 258.0 50.33 36.00 I 9,523.00 7.17 36.91 258.0 50.33 36.00 9,524.00 7.17 36.91 258.0 50.33 36.00 I 9,525.00 7.17 36.91 258.0 50.34 36.00 9,526.00 7.17 36.92 258.0 50.34 36.00 9,527.00 7.17 36.92 258.1 50.34 36.00 9,528.00 7.17 36.92 258.1 50.34 36.00 I 9,529.00 7.17 36.92 258.1 50.34 36.00 9,530.00 7.17 36.92 258.1 50.34 36.00 J 9,531.00 7.17 36.92 258.1 50.34 36.00 9,532.00 7.17 36.92 258.2 50.34 36.00 I Project Engineer: Boyle Engineering y:\...\ jurupa- basin\dn_mainline_sta run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 33 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top i (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,533.00 7.17 36.92 258.2 50.34 36.00 9,534.00 7.17 36.93 258.2 50.34 36.00 9,535.00 7.17 36.93 258.2 50.35 36.00 I 9,536.00 7.17 36.93 258.2 50.35 36.00 9,537.00 7.17 36.93 258.3 50.35 36.00 9,538.00 7.17 36.93 258.3 50.35 36.00 9,539.00 7.17 36.93 258.3 50.35 36.00 I 9,540.00 7.18 36.93 258.3 50.35 36.00 9,541.00 7.18 36.93 258.3 50.35 36.00 9,542.00 7.18 36.94 258.3 50.35 36.00 I 9,543.00 7.18 36.94 258.4 50.35 36.00 9,544.00 7.18 36.94 258.4 50.35 36.00 9,545.00 7.18 36.94 258.4 50.36 36.00 9,546.00 7.18 36.94 258.4 50.36 36.00 I 9,547.00 7.18 36.94 258.4 50.36 36.00 �tt 9,548.00 7.18 36.94 258.5 50.36 36.00 _! 9,549.00 7.18 36.94 258.5 50.36 36.00 9,550.00 7.18 36.95 258.5 50.36 36.00 9,551.00 7.18 36.95 258.5 50.36 36.00 9,552.00 7.18 36.95 258.5 50.36 36.00 9,553.00 7.18 36.95 258.5 50.36 36.00 I 9,554.00 7.18 36.95 258.6 50.36 36.00 9,555.00 7.18 36.95 258.6 50.37 36.00 9,556.00 7.18 36.95 258.6 50.37 36.00 I 9,557.00 7.18 36.95 258.6 50.37 36.00 9,558.00 7.18 36.96 258.6 50.37 36.00 9,559.00 7.18 36.96 258.7 50.37 36.00 9,560.00 7.19 36.96 258.7 50.37 36.00 I 9,561.00 7.19 36.96 258.7 50.37 36.00 9,562.00 7.19 36.96 258.7 50.37 36.00 9,563.00 7.19 36.96 258.7 50.37 36.00 ..! 9,564.00 7.19 36.96 258.7 50.37 36.00 9,565.00 7.19 36.96 258.8 50.38 36.00 9,566.00 7.19 36.97 258.8 50.38 36.00 9,567.00 7.19 36.97 258.8 50.38 36.00 I 9,568.00 7.19 36.97 258.8 50.38 36.00 9,569.00 7.19 36.97 258.8 50.38 36.00 9,570.00 7.19 36.97 258.9 50.38 36.00 I 9,571.00 7.19 36.97 258.9 50.38 36.00 9,572.00 7.19 36.97 258.9 50.38 36.00 9,573.00 7.19 36.97 258.9 50.38 36.00 9,574.00 7.19 36.98 258.9 50.38 36.00 I 9,575.00 7.19 36.98 258.9 50.39 36.00 9,576.00 7.19 36.98 259.0 50.39 36.00 9,577.00 7.19 36.98 259.0 50.39 36.00 I 9,578.00 7.19 36.98 259.0 50.39 36.00 9,579.00 7.20 36.98 259.0 50.39 36.00 9,580.00 7.20 36.98 259.0 50.39 36.00 9,581.00 7.20 36.98 259.1 50.39 36.00 I 9,582.00 7.20 36.99 259.1 50.39 36.00 9,583.00 7.20 36.99 259.1 50.39 36.00 j 9,584.00 7.20 36.99 259.1 50.40 36.00 I 9,585.00 7.20 36.99 259.1 50.40 ' 36.00 Project Engineer: Boyle Engineering y: \... \jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 34 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,586.00 7.20 36.99 259.1 50.40 36.00 9,587.00 7.20 36.99 259.2 50.40 36.00 9,588.00 7.20 36.99 259.2 50.40 36.00 I 9,589.00 7.20 36.99 259.2 50.40 36.00 9,590.00 7.20 37.00 259.2 50.40 36.00 9,591.00 7.20 37.00 259.2 50.40 36.00 9,592.00 7.20 37.00 259.3 50.40 36.00 I 9,593.00 7.20 37.00 259.3 50.40 36.00 9,594.00 7.20 37.00 259.3 50.41 36.00 9,595.00 7.20 37.00 259.3 50.41 36.00 I 9,596.00 7.20 37.00 259.3 50.41 36.00 9,597.00 7.20 37.00 259.4 50.41 36.00 9,598.00 7.20 37.01 259.4 50.41 36.00 9,599.00 7.21 37.01 259.4 50.41 36.00 I 9,600.00 7.21 37.01 259.4 50.41 36.00 9,601.00 7.21 37.01 259.4 50.41 36.00 _1] 9,602.00 7.21 37.01 259.4 50.41 36.00 I 9,603.00 7.21 37.01 259.5 50.41 36.00 9,604.00 7.21 37.01 259.5 50.42 36.00 9,605.00 7.21 37.01 259.5 50.42 36.00 9,606.00 7.21 37.02 259.5 50.42 36.00 I 9,607.00 7.21 37.02 259.5 50.42 36.00 9,608.00 7.21 37.02 259.6 50.42 36.00 9,609.00 7.21 37.02 259.6 50.42 36.00 9,610.00 7.21 37.02 259.6 50.42 36.00 9,611.00 7.21 37.02 259.6 50.42 36.00 9,612.00 7.21 37.02 259.6 50.42 36.00 9,613.00 7.21 37.02 259.6 50.42 36.00 I 9,614.00 7.21 37.03 259.7 50.43 36.00 9,615.00 7.21 37.03 259.7 50.43 36.00 9,616.00 7.21 37.03 259.7 50.43 36.00 I 9,617.00 7.21 37.03 259.7 50.43 36.00 9,618.00 7.21 37.03 259.7 50.43 36.00 9,619.00 7.22 37.03 259.8 50.43 36.00 9,620.00 7.22 37.03 259.8 50.43 36.00 I 9,621.00 7.22 37.03 259.8 50.43 36.00 9,622.00 7.22 37.04 259.8 50.43 36.00 9,623.00 7.22 37.04 259.8 50.43 36.00 I 9,624.00 7.22 37.04 259.8 50.44 36.00 9,625.00 7.22 37.04 259.9 50.44 36.00 9,626.00 7.22 37.04 259.9 50.44 36.00 9,627.00 7.22 37.04 259.9 50.44 36.00 I 9,628.00 7.22 37.04 259.9 50.44 36.00 9,629.00 7.22 37.04 259.9 50.44 36.00 9,630.00 7.22 37.05 260.0 50.44 36.00 I 9,631.00 7.22 37.05 260.0 50.44 36.00 9,632.00 7.22 37.05 260.0 50.44 36.00 9,633.00 7.22 37.05 260.0 50.44 36.00 9,634.00 7.22 37.05 260.0 - 50.45 36.00 I 9,635.00 7.22 37.05 260.0 50.45 36.00 9,636.00 7.22 37.05 260.1 50.45 36.00 I 9,637.00 7.22 37.05 260.1 50.45 36.00 I 9,638.00 7.23 37.05 260.1 50.45 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa- basin\dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 35 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width J (ft (ft) (ft) I 9,639.00 7.23 37.06 260.1 50.45 36.00 9,640.00 7.23 37.06 260.1 50.45 36.00 9,641.00 7.23 37.06 260.2 50.45 36.00 I 9,642.00 7.23 37.06 260.2 50.45 36.00 9,643.00 7.23 37.06 260.2 50.46 36.00 9,644.00 7.23 37.06 260.2 50.46 36.00 I 9,645.00 7.23 37.06 260.2 50.46 36.00 9,646.00 7.23 37.06 260.2 50.46 36.00 9,647.00 7.23 37.07 260.3 50.46 36.00 9,648.00 7.23 37.07 260.3 50.46 36.00 , 9,649.00 7.23 37.07 260.3 50.46 36.00 9,650.00 7.23 37.07 260.3 50.46 36.00 9,651.00 7.23 37.07 260.3 50.46 36.00 I 9,652.00 7.23 37.07 260.4 50.46 36.00 9,653.00 7.23 37.07 260.4 50.47 36.00 9,654.00 7.23 37.07 260.4 50.47 36.00 -j 9,655.00 7.23 37.08 260.4 50.47 36.00 1 9,656.00 7.23 37.08 260.4 50.47 36.00 9,657.00 7.23 37.08 260.4 50.47 36.00 9,658.00 7.24 37.08 260.5 50.47 36.00 9,659.00 7.24 37.08 260.5 50.47 36.00 I 9,660.00 7.24 37.08 260.5 50.47 36.00 9,661.00 7.24 37.08 260.5 50.47 36.00 9,662.00 7.24 37.08 260.5 50.47 36.00 I 9,663.00 7.24 37.09 260.6 50.48 36.00 9,664.00 7.24 37.09 260.6 50.48 36.00 9,665.00 7.24 37.09 260.6 50.48 36.00 I 9,666.00 7.24 37.09 260.6 50.48 36.00 9,667.00 7.24 37.09 260.6 50.48 36.00 9,668.00 7.24 37.09 260.6 50.48 36.00 9,669.00 7.24 37.09 260.7 50.48 36.00 I 9,670.00 7.24 37.09 260.7 50.48 36.00 9,671.00 7.24 37.10 260.7 50.48 36.00 9,672.00 7.24 37.10 260.7 50.48 36.00 9,673.00 7.24 37.10 260.7 50.49 36.00 9,674.00 7.24 37.10 260.8 50.49 36.00 9,675.00 7.24 37.10 260.8 50.49 36.00 9,676.00 7.24 37.10 260.8 50.49 36.00 I 9,677.00 7.24 37.10 260.8 50.49 36.00 9,678.00 7.25 37.10 260.8 50.49 36.00 9,679.00 7.25 37.11 260.8 50.49 36.00 9,680.00 7.25 37.11 260.9 50.49 36.00 I 9,681.00 7.25 37.11 260.9 50.49 36.00 9,682.00 7.25 37.11 260.9 50.49 36.00 9,683.00 7.25 37.11 260.9 50.50 36.00 I 9,684.00 7.25 37.11 260.9 50.50 36.00 9,685.00 7.25 37.11 261.0 50.50 36.00 9,686.00 7.25 37.11 261.0 50.50 36.00 9,687.00 7.25 37.12 261.0 50.50 36.00 9,688.00 7.25 37.12 261.0 50.50 36.00 9,689.00 7.25 37.12 261.0 50.50 36.00 9,690.00 7.25 37.12 261.1 50.50 36.00 I 9,691.00 7.25 37.12 261.1 50.50 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11 :53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 36 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _, Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,692.00 7.25 37.12 261.1 50.50 36.00 9,693.00 7.25 37.12 261.1 50.51 36.00 9,694.00 7.25 37.12 261.1 50.51 36.00 I 9,695.00 7.25 37.13 261.1 50.51 36.00 9,696.00 7.25 37.13 261.2 50.51 36.00 9,697.00 7.25 37.13 261.2 50.51 36.00 9,698.00 7.26 37.13 261.2 50.51 36.00 I 9,699.00 7.26 37.13 261.2 50.51 36.00 • 9,700.00 7.26 37.13 261.2 50.51 36.00 9,701.00 7.26 37.13 261.3 50.51 36.00 , I 9,702.00 7.26 37.13 261.3 50.51 36.00 9,703.00 7.26 37.14 261.3 50.52 36.00 9,704.00 7.26 37.14 261.3 50.52 36.00 9,705.00 7.26 37.14 261.3 50.52 36.00 I 9,706.00 7.26 37.14 261.3 50.52 36.00 9,707.00 7.26 37.14 261.4 50.52 36.00 9,708.00 7.26 37.14 261.4 50.52 36.00 9,709.00 7.26 37.14 261.4 50.52 36.00 9,710.00 7.26 37.14 261.4 50.52 36.00 9,711.00 7.26 37.15 261.4 50.52 36.00 9,712.00 7.26 37.15 261.5 50.53 36.00 I 9,713.00 7.26 37.15 261.5 50.53 36.00 9,714.00 7.26 37.15 261.5 50.53 36.00 9,715.00 7.26 37.15 261.5 50.53 36.00 I 9,716.00 7.26 37.15 261.5 50.53 36.00 9,717.00 7.27 37.15 261.5 50.53 36.00 9,718.00 7.27 37.15 261.6 50.53 36.00 9,719.00 7.27 37.15 261.6 50.53 36.00 I 9,720.00 7.27 37.16 261.6 50.53 36.00 9,721.00 7.27 37.16 261.6 50.53 36.00 9,722.00 7.27 37.16 261.6 50.54 36.00 9,723.00 7.27 37.16 261.7 50.54 36.00 9,724.00 7.27 37.16 261.7 50.54 36.00 36.00 9,725.00 7.27 37.16 261.7 50.54 9,726.00 7.27 37.16 261.7 50.54 36.00 I 9,727.00 7.27 37.16 261.7 50.54 36.00 9,728.00 7.27 37.17 261.7 50.54 36.00 9,729.00 7.27 37.17 261.8 50.54 36.00 I 9,730.00 7.27 37.17 261.8 50.54 36.00 9,731.00 7.27 37.17 261.8 50.54 36.00 9,732.00 7.27 37.17 261.8 50.55 36.00 9,733.00 7.27 37.17 261.8 50.55 36.00 I 9,734.00 7.27 37.17 261.9 50.55 36.00 9,735.00 7.27 37.17 261.9 50.55 36.00 9,736.00 7.27 37.18 261.9 50.55 36.00 I 9,737.00 7.28 37.18 261.9 50.55 36.00 9,738.00 7.28 37.18 261.9 50.55 36.00 9,739.00 7.28 37.18 261.9 50.55 36.00 9,740.00 7.28 37.18 262.0 50.55 36.00 I 9,741.00 7.28 37.18 262.0 50.55 36.00 9,742.00 7.28 37.18 262.0 50.56 36.00 :I 9,743.00 7.28 37.18 262.0 50.56 36.00 I 9,744.00 7.28 37.19 262.0 50.56 36.00 Project Engineer: Boyle Engineering y: \...\jurupa basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] ' 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 37 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,745.00 7.28 37.19 262.1 50.56 36.00 9,746.00 7.28 37.19 262.1 50.56 36.00 9,747.00 7.28 37.19 262.1 50.56 36.00 I 9,748.00 7.28 37.19 262.1 50.56 36.00 9,749.00 7.28 37.19 262.1 50.56 36.00 9,750.00 7.28 37.19 262.1 50.56 36.00 I 9,751.00 7.28 37.19 262.2 50.56 36.00 9,752.00 7.28 37.20 262.2 50.57 36.00 9,753.00 7.28 37.20 262.2 50.57 36.00 9,754.00 7.28 37.20 262.2 50.57 36.00 I 9,755.00 7.28 37.20 262.2 50.57 36.00 9,756.00 7.28 37.20 262.3 50.57 36.00 9,757.00 7.29 37.20 262.3 50.57 36.00 I 9,758.00 7.29 37.20 262.3 50.57 36.00 9,759.00 7.29 37.20 262.3 50.57 36.00 9,760.00 7.29 37.21 262.3 50.57 36.00 _� 9,761.00 7.29 37.21 262.3 50.57 36.00 ..I 9,762.00 7.29 37.21 262.4 50.58 36.00 9,763.00 7.29 37.21 262.4 50.58 36.00 9,764.00 7.29 37.21 262.4 50.58 36.00 9,765.00 7.29 37.21 262.4 50.58 36.00 I 9,766.00 7.29 37.21 262.4 50.58 36.00 9,767.00 7.29 37.21 262.5 50.58 36.00 9,768.00 7.29 37.22 262.5 50.58 36.00 I 9,769.00 7.29 37.22 262.5 50.58 36.00 9,770.00 7.29 37.22 262.5 50.58 36.00 9,771.00 7.29 37.22 262.5 50.58 36.00 9,772.00 7.29 37.22 262.5 50.59 36.00 I 9,773.00 7.29 37.22 262.6 50.59 36.00 9,774.00 7.29 37.22 262.6 50.59 36.00 9,775.00 7.29 37.22 262.6 50.59 36.00 9,776.00 7.29 37.22 262.6 50.59 36.00 9,777.00 7.30 37.23 262.6 50.59 36.00 i 9,778.00 7.30 37.23 262.7 50.59 36.00 9,779.00 7.30 37.23 262.7 50.59 36.00 9,780.00 7.30 37.23 262.7 50.59 36.00 9,781.00 7.30 37.23 262.7 50.60 36.00 9,782.00 7.30 37.23 262.7 50.60 36.00 I 9,783.00 7.30 37.23 262.7 50.60 36.00 9,784.00 7.30 37.23 262.8 50.60 36.00 9,785.00 7.30 37.24 262.8 50.60 36.00 9,786.00 7.30 37.24 262.8 50.60 36.00 I 9,787.00 7.30 37.24 262.8 50.60 36.00 9,788.00 7.30 37.24 262.8 50.60 36.00 9,789.00 7.30 37.24 262.9 50.60 36.00 I 9,790.00 7.30 37.24 262.9 50.60 36.00 9,791.00 7.30 37.24 262.9 50.61 36.00 9,792.00 7.30 37.24 262.9 50.61 36.00 9,793.00 7.30 37.25 262.9 50.61 36.00 I 9,794.00 7.30 37.25 262.9 50.61 36.00 9,795.00 7.30 37.25 263.0 50.61 36.00 s 9,796.00 7.31 37.25 263.0 50.61 36.00 I 9,797.00 7.31 37.25 263.0 50.61 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 38 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width m (ft) (ft) I 9,798.00 7.31 37.25 263.0 50.61 36.00 9,799.00 7.31 37.25 263.0 50.61 36.00 9,800.00 7.31 37.25 263.1 50.61 36.00 I 9,801.00 7.31 37.26 263.1 50.62 36.00 9,802.00 7.31 37.26 263.1 50.62 36.00 9,803.00 7.31 37.26 263.1 50.62 36.00 I 9,804.00 7.31 37.26 263.1 50.62 36.00 9,805.00 7.31 37.26 263.1 50.62 36.00 9,806.00 7.31 37.26 263.2 50.62 36.00 9,807.00 7.31 37.26 263.2 50.62 36.00 I 9,808.00 7.31 37.26 263.2 50.62 36.00 9,809.00 7.31 37.27 263.2 50.62 36.00 9,810.00 7.31 37.27 263.2 50.62 36.00 9,811.00 7.31 37.27 263.3 50.63 36.00 I 9,812.00 7.31 37.27 263.3 50.63 36.00 9,813.00 7.31 37.27 263.3 50.63 36.00 _�J 9,814.00 7.31 37.27 263.3 50.63 36.00 1 9,815,00 7.31 37.27 263.3 50.63 36.00 9,816.00 7.32 37.27 263.3 50.63 36.00 9,817.00 7.32 37.28 263.4 50.63 36.00 9,818.00 7.32 37.28 263.4 50.63 36.00 I 9,819.00 7.32 37.28 263.4 50.63 36.00 9,820.00 7.32 37.28 263.4 50.63 36.00 9,821.00 7.32 37.28 263.4 50.64 36.00 I 9,822.00 7.32 37.28 263.5 50.64 36.00 9,823.00 7.32 37.28 263.5 50.64 36.00 9,824.00 7.32 37.28 263.5 50.64 36.00 9,825.00 7.32 37.28 263.5 50.64 36.00 I 9,826.00 7.32 37.29 263.5 50.64 36.00 9,827.00 7.32 37.29 263.5 50.64 36.00 9,828.00 7.32 37.29 263.6 50.64 36.00 I 9,829.00 7.32 37.29 263.6 50.64 36.00 9,830.00 7.32 37.29 263.6 50.64 36.00 1 9,831.00 7.32 37.29 263.6 50.65 36.00 i 9,832.00 7.32 37.29 263.6 50.65 36.00 9,833.00 7.32 37.29 263.7 50.65 36.00 9,834.00 7.32 37.30 263.7 50.65 36.00 9,835.00 7.32 37.30 263.7 50.65 36.00 I 9,836.00 7.33 37.30 263.7 50.65 36.00 9,837.00 7.33 37.30 263.7 50.65 36.00 9,838.00 7.33 37.30 263.7 50.65 36.00 9,839.00 7.33 37.30 263.8 50.65 36.00 I 9,840.00 7.33 37.30 263.8 50.65 36.00 9,841.00 7.33 37.30 263.8 50.66 36.00 9,842.00 7.33 37.31 263.8 50.66 36.00 I 9,843.00 7.33 37.31 263.8 50.66 36.00 9,844.00 7.33 37.31 263.9 50.66 36.00 9,845.00 7.33 37.31 263.9 50.66 36.00 9,846.00 7.33 37.31 263.9 50.66 36.00 I 9,847.00 7.33 37.31 263.9 50.66 36.00 9,848.00 7.33 37.31 263.9 50.66 36.00 9,849.00 7.33 37.31 263.9 50.66 36.00 I 9,850.00 7.33 37.32 264.0 50.66 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa - basin \dn_mainline_sta run4.fm2 Boyle Engineering FlowMasterv6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 39 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) I 9,851.00 7.33 37.32 264.0 50.67 36.00 9,852.00 7.33 37.32 264.0 50.67 36.00 9,853.00 7.33 37.32 264.0 50.67 36.00 I 9,854.00 7.33 37.32 264.0 50.67 36.00 9,855.00 7.33 37.32 264.1 50.67 36.00 9,856.00 7.34 37.32 264.1 50.67 36.00 9,857.00 7.34 37.32 264.1 50.67 36.00 I 9,858.00 7.34 37.33 264.1 50.67 36.00 9,859.00 7.34 37.33 264.1 50.67 36.00 9,860.00 7.34 37.33 264.1 50.67 36.00 I 9,861.00 7.34 37.33 264.2 50.68 36.00 9,862.00 7.34 37.33 264.2 50.68 36.00 9,863.00 7.34 37.33 264.2 50.68 36.00 9,864.00 7.34 37.33 264.2 50.68 36.00 I 9,865.00 7.34 37.33 264.2 50.68 36.00 9,866.00 7.34 37.33 264.3 50.68 36.00 j 9,867.00 7.34 37.34 264.3 50.68 36.00 i 9,868.00 7.34 37.34 264.3 50.68 36.00 9,869.00 7.34 37.34 264.3 50.68 36.00 9,870.00 7.34 37.34 264.3 50.68 36.00 9,871.00 7.34 37.34 264.3 50.69 36.00 I 9,872.00 7.34 37.34 264.4 50.69 36.00 9,873.00 7.34 37.34 264.4 50.69 36.00 9,874.00 7.34 37.34 264.4 50.69 36.00 I 9,875.00 7.35 37.35 264.4 50.69 36.00 9,876.00 7.35 37.35 264.4 50.69 36.00 9,877.00 7.35 37.35 264.5 50.69 36.00 9,878.00 7.35 37.35 264.5 50.69 36.00 I 9,879.00 7.35 37.35 264.5 50.69 36.00 9,880.00 7.35 37.35 264.5 50.70 36.00 9,881.00 7.35 37.35 264.5 50.70 36.00 9,882.00 7.35 37.35 264.5 50.70 36.00 9,883.00 7.35 37.36 264.6 50.70 36.00 36.00 9,884.00 7.35 37.36 264.6 50.70 9,885.00 7.35 37.36 264.6 50.70 36.00 I 9,886.00 7.35 37.36 264.6 50.70 36.00 9,887.00 7.35 37.36 264.6 50.70 36.00 9,888.00 7.35 37.36 264.7 50.70 36.00 I 9,889.00 7.35 37.36 264.7 50.70 36.00 9,890.00 7.35 37.36 264.7 50.71 36.00 9,891.00 7.35 37.37 264.7 50.71 36.00 9,892.00 7.35 37.37 264.7 50.71 36.00 I - 9,893.00 7.35 37.37 264.7 50.71 36.00 9,894.00 7.35 37.37 264.8 50.71 36.00 9,895.00 7.36 37.37 264.8 50.71 36.00 I 9,896.00 7.36 37.37 264.8 50.71 36.00 9,897.00 7.36 37.37 264.8 50.71 36.00 9,898.00 7.36 37.37 264.8 50.71 36.00 9,899.00 7.36 37.37 264.9 50.71 36.00 I 9,900.00 7.36 37.38 264.9 50.72 36.00 9,901.00 7.36 37.38 264.9 50.72 36.00 1 9,902.00 7.36 37.38 264.9 50.72 36.00 I 9,903.00 7.36 37.38 264.9 50.72 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614nj " 05/28/03 10:11:53 AM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 40 of 86 1 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel t Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,904.00 7.36 37.38 264.9 50.72 36.00 9,905.00 7.36 37.38 265.0 50.72 36.00 9,906.00 7.36 37.38 265.0 50.72 36.00 I 9,907.00 7.36 37.38 265.0 50.72 36.00 9,908.00 7.36 37.39 265.0 50.72 36.00 9,909.00 7.36 37.39 265.0 50.72 36.00 I 9,910.00 7.36 37.39 265.1 50.73 36.00 9,911.00 7.36 37.39 265.1 50.73 36.00 9,912.00 7.36 37.39 265.1 50.73 36.00 9,913.00 7.36 37.39 265.1 50.73 36.00 I 9,914.00 7.36 37.39 265.1 50.73 36.00 9,915.00 7.37 37.39 265.1 50.73 36.00 9,916.00 7.37 37.40 265.2 50.73 36.00 I 9,917.00 7.37 37.40 265.2 50.73 36.00 9,918.00 7.37 37.40 265.2 50.73 36.00 9,919.00 7.37 37.40 265.2 50.73 36.00 11 9,920.00 7.37 37.40 265.2 50.74 36.00 9,921.00 7.37 37.40 265.3 50.74 36.00 9,922.00 7.37 37.40 265.3 50.74 36.00 9,923.00 7.37 37.40 265.3 50.74 36.00 I 9,924.00 7.37 37.41 265.3 50.74 36.00 9,925.00 7.37 37.41 265.3 50.74 36.00 9,926.00 7.37 37.41 265.3 50.74 36.00 9,927.00 7.37 37.41 265.4 50.74 36.00 I 9,928.00 7.37 37.41 265.4 50.74 36.00 9,929.00 7.37 37.41 265.4 50.74 36.00 9,930.00 7.37 37.41 265.4 50.75 36.00 9,931.00 7.37 37.41 265.4 50.75 36.00 I 9,932.00 7.37 37.41 265.5 50.75 36.00 9,933.00 7.37 37.42 265.5 50.75 36.00 9,934.00 7.37 37.42 265.5 50.75 36.00 I 9,935.00 7.38 37.42 265.5 50.75 36.00 9,936.00 7.38 37.42 265.5 50.75 36.00 i 9,937.00 7.38 37.42 265.5 50.75 36.00 9,938.00 7.38 37.42 265.6 50.75 36.00 I 9,939.00 7.38 37.42 265.6 50.75 36.00 9,940.00 7.38 37.42 265.6 50.76 36.00 9,941.00 7.38 37.43 265.6 50.76 36.00 I 9,942.00 7.38 37.43 265.6 50.76 36.00 9,943.00 7.38 37.43 265.7 50.76 36.00 9,944.00 7.38 37.43 265.7 50.76 36.00 9,945.00 7.38 37.43 265.7 50.76 36.00 I 9,946.00 7.38 37.43 265.7 50.76 36.00 9,947.00 7.38 37.43 265.7 50.76 36.00 9,948.00 7.38 37.43 265.7 50.76 36.00 I 9,949.00 7.38 37.44 265.8 50.76 36.00 9,950.00 7.38 37.44 265.8 50.77 36.00 9,951.00 7.38 37.44 265.8 50.77 36.00 9,952.00 7.38 37.44 265.8 50.77 36.00 I 9,953.00 7.38 37.44 265.8 50.77 36.00 9,954.00 7.38 37.44 265.9 50.77 36.00 9,955.00 7.39 37.44 265.9 50.77 36.00 I 9,956.00 7.39 37.44 265.9 50.77 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa- basin\dn_mainline run4.fm2 Boyle Engineering FlowMaster v6.1 (614n] i i 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 41 of 86 II I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 9,957.00 7.39 37.45 265.9 50.77 36.00 9,958.00 7.39 37.45 265.9 50.77 36.00 9,959.00 7.39 37.45 265.9 50.77 36.00 I 9,960.00 7.39 37.45 266.0 50.78 36.00 9,961.00 7.39 37.45 266.0 50.78 36.00 9,962.00 7.39 37.45 266.0 50.78 36.00 I 9,963.00 7.39 37.45 266.0 50.78 36.00 9,964.00 7.39 37.45 266.0 50.78 36.00 9,965.00 7.39 37.45 266.1 50.78 36.00 9,966.00 7.39 37.46 266.1 50.78 36.00 t 9,967.00 7.39 37.46 266.1 50.78 36.00 9,968.00 7.39 37.46 266.1 50.78 36.00 9,969.00 7.39 37.46 266.1 50.78 36.00 9,970.00 7.39 37.46 266.1 50.79 36.00 I 9,971.00 7.39 37.46 266.2 50.79 36.00 -11 9,972.00 7.39 37.46 266.2 50.79 36.00 ....1 9,973.00 7.39 37.46 266.2 50.79 36.00 1 9,974.00 7.39 37.47 266.2 50.79 36.00 9,975.00 7.40 37.47 266.2 50.79 36.00 9,976.00 7.40 37.47 266.3 50.79 36.00 9,977.00 7.40 37.47 266.3 50.79 36.00 I 9,978.00 7.40 37.47 266.3 50.79 36.00 9,979.00 7.40 37.47 266.3 50.79 36.00 9,980.00 7.40 37.47 266.3 50.80 36.00 I 9,981.00 7.40 37.47 266.3 50.80 36.00 9,982.00 7.40 37.48 266.4 50.80 36.00 9,983.00 7.40 37.48 266.4 50.80 36.00 9,984.00 7.40 37.48 266.4 50.80 36.00 I 9,985.00 7.40 37.48 266.4 50.80 36.00 9,986.00 7.40 37.48 266.4 50.80 36.00 9,987.00 7.40 37.48 266.5 50.80 36.00 I 9,988.00 7.40 37.48 266.5 50.80 36.00 9,989.00 7.40 37.48 266.5 50.80 36.00 9,990.00 7.40 37.48 266.5 50.81 36.00 "' 9,991.00 7.40 37.49 266.5 50.81 36.00 I 9,992.00 7.40 37.49 266.5 50.81 36.00 9,993.00 7.40 37.49 266.6 50.81 36.00 9,994.00 7.40 37.49 266.6 50.81 36.00 I 9,995.00 7.41 37.49 266.6 50.81 36.00 9,996.00 7.41 37.49 266.6 50.81 36.00 9,997.00 7.41 37.49 266.6 50.81 36.00 9,998.00 7.41 37.49 266.7 50.81 36.00 I 9,999.00 7.41 37.50 266.7 50.82 36.00 10,000.00 7.41 37.50 266.7 50.82 36.00 10,001.00 7.41 37.50 266.7 50.82 36.00 I 10,002.00 7.41 37.50 266.7 50.82 36.00 10,003.00 7.41 37.50 266.7 50.82 36.00 10,004.00 7.41 37.50 266.8 50.82 36.00 10,005.00 7.41 37.50 266.8 50.82 36.00 I 10,006.00 7.41 37.50 266.8 50.82 36.00 10,007.00 7.41 37.51 266.8 50.82 36.00 1 10,008.00 7.41 37.51 266.8 50.82 36.00 I 10,009.00 7.41 37.51 266.9 50.83 36.00 Project Engineer. Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 42 of 86 I 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 10,010.00 7.41 37.51 266.9 50.83 36.00 10,011.00 7.41 37.51 266.9 50.83 36.00 10,012.00 7.41 37.51 266.9 50.83 36.00 I 10,013.00 7.41 37.51 266.9 50.83 36.00 10,014.00 7.42 37.51 266.9 50.83 36.00 10,015.00 7.42 37.51 267.0 50.83 36.00 I 10,016.00 7.42 37.52 267.0 50.83 36.00 10,017.00 7.42 37.52 267.0 50.83 36.00 10,018.00 7.42 37.52 267.0 50.83 36.00 10,019.00 7.42 37.52 267.0 50.84 36.00 I 10,020.00 7.42 37.52 267.1 50.84 36.00 10,021.00 7.42 37.52 267.1 50.84 36.00 10,022.00 7.42 37.52 267.1 50.84 36.00 10,023.00 7.42 37.52 267.1 50.84 36.00 I 10,024.00 7.42 37.53 267.1 50.84 36.00 10,025.00 7.42 37.53 267.1 50.84 36.00 10,026.00 7.42 37.53 267.2 50.84 36.00 1 10,027.00 7.42 37.53 267.2 50.84 36.00 10,028.00 7.42 37.53 267.2 50.84 36.00 10,029.00 7.42 37.53 267.2 50.85 36.00 I 10,030.00 7.42 37.53 267.2 50.85 36.00 10,031.00 7.42 37.53 267.2 50.85 36.00 10,032.00 7.42 37.54 267.3 50.85 36.00 10,033.00 7.42 37.54 267.3 50.85 36.00 I 10,034.00 7.43 37.54 267.3 50.85 36.00 10,035.00 7.43 37.54 267.3 50.85 36.00 10,036.00 7.43 37.54 267.3 50.85 36.00 10,037.00 7.43 37.54 267.4 50.85 36.00 I 10,038.00 7.43 37.54 267.4 50.85 36.00 10,039.00 7.43 37.54 267.4 50.86 36.00 10,040.00 7.43 37.54 267.4 50.86 36.00 10,041.00 7.43 37.55 267.4 50.86 36.00 10,042.00 7.43 37.55 267.4 50.86 36.00 10,043.00 7.43 37.55 267.5 50.86 36.00 10,044.00 7.43 37.55 267.5 50.86 36.00 I 10,045.00 7.43 37.55 267.5 50.86 36.00 10,046.00 7.43 37.55 267.5 50.86 36.00 10,047.00 7.43 37.55 267.5 50.86 36.00 I 10,048.00 7.43 37.55 267.6 50.86 36.00 10,049.00 7.43 37.56 267.6 50.87 36.00 10,050.00 7.43 37.56 267.6 50.87 36.00 10,051.00 7.43 37.56 267.6 50.87 36.00 I 10,052.00 7.43 37.56 267.6 50.87 36.00 10,053.00 7.43 37.56 267.6 50.87 36.00 10,054.00 7.44 37.56 267.7 50.87 36.00 I 10,055.00 7.44 37.56 267.7 50.87 36.00 10,056.00 7.44 37.56 267.7 50.87 36.00 1,0,057.00 7.44 37.57 267.7 50.87 36.00 10,058.00 7.44 37.57 267.7 50.87 36.00 I 10,059.00 7.44 37.57 267.8 50.88 36.00 10,060.00 7.44 37.57 267.8 50.88 36.00 1 10,061.00 7.44 37.57 267.8 50.88 36.00 J I 10,062.00 7.44 37.57 267.8 50.88 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 43 of 86 t 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top 3 (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) 10,063.00 7.44 37.57 267.8 50.88 36.00 10,064.00 7.44 37.57 267.8 50.88 36.00 10,065.00 7.44 37.57 267.9 50.88 36.00 I 10,066.00 7.44 37.58 267.9 50.88 36.00 10,067.00 7.44 37.58 267.9 50.88 36.00 10,068.00 7.44 37.58 267.9 50.88 36.00 I 10,069.00 7.44 37.58 267.9 50.89 36.00 10,070.00 7.44 37.58 268.0 50.89 36.00 10,071.00 7.44 37.58 268.0 50.89 36.00 10,072.00 7.44 37.58 268.0 50.89 36.00 10,073.00 7.44 37.58 268.0 50.89 36.00 10,074.00 7.45 37.59 268.0 50.89 36.00 10,075.00 7.45 37.59 268.0 50.89 36.00 I 10,076.00 7.45 37.59 268.1 50.89 36.00 10,077.00 7.45 37.59 268.1 50.89 36.00 10,078.00 7.45 37.59 268.1 50.89 36.00 10,079.00 7.45 37.59 268.1 50.90 36.00 10,080.00 7.45 37.59 268.1 50.90 36.00 10,081.00 7.45 37.59 268.2 50.90 36.00 10,082.00 7.45 37.60 268.2 50.90 36.00 10,083.00 7.45 37.60 268.2 50.90 36.00 I 10,084.00 7.45 37.60 268.2 50.90 36.00 10,085.00 7.45 37.60 268.2 50.90 36.00 10,086.00 7.45 37.60 268.2 50.90 36.00 I 10,087.00 7.45 37.60 268.3 50.90 36.00 10,088.00 7.45 37.60 268.3 50.90 36.00 10,089.00 7.45 37.60 268.3 50.91 36.00 10,090.00 7.45 37.60 268.3 50.91 36.00 I 10,091.00 7.45 37.61 268.3 50.91 36.00 10,092.00 7.45 37.61 268.4 50.91 36.00 10,093.00 7.45 37.61 268.4 50.91 36.00 10,094.00 7.46 37.61 268.4 50.91 36.00 10,095.00 7.46 37.61 268.4 50.91 36.00 10,096.00 7.46 37.61 268.4 50.91 36.00 ! 10,097.00 7.46 37.61 268.4 50.91 36.00 ' 10, 098.00 7.46 37.61 268.5 .. 50.91 36.00 10,099.00 7.46 37.62 268.5 50.92 36.00 10,100.00 7.46 37.62 268.5 50.92 36.00 I 10,101.00 7.46 37.62 268.5 50.92 36.00 10,102.00 7.46 37.62 268.5 50.92 36.00 10,103.00 7.46 37.62 268.6 50.92 36.00 10,104.00 7.46 37.62 268.6 50.92 36.00 I 10,105.00 7.46 37.62 268.6 50.92 36.00 10,106.00 7.46 37.62 268.6 50.92 36.00 10,107.00 7.46 37.63 268.6 50.92 36.00 I 10,108.00 7.46 37.63 268.6 50.92 36.00 10,109.00 7.46 37.63 268.7 50.93 36.00 10,110.00 7.46 37.63 268.7 50.93 36.00 10,111.00 7.46 37.63 268.7 50.93 36.00 10,112.00 7.46 37.63 268.7 50.93 36.00 10,113.00 7.46 37.63 268.7 50.93 36.00 10,114.00 7.47 37.63 268.8 50.93 36.00 I 10,115.00 7.47 37.63 268.8 50.93 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 44 of 86 I 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel .' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (f /s) Area Perimeter Width (ft (ft) (ft) I 10,116.00 7.47 37.64 268.8 50.93 36.00 10,117.00 7.47 37.64 268.8 50.93 36.00 10,118.00 7.47 37.64 268.8 50.93 36.00 I 10;119.00 7.47 37.64 268.8 50.94 36.00 10,120.00 7.47 37.64 268.9 50.94 36.00 10,121.00 7.47 - 37.64 268.9 50.94 36.00 I 10,1 22.00 7.47 37.64 268.9 50.94 36.00 10,123.00 7.47 37.64 268.9 50.94 36.00 10,1 24.00 7.47 37.65 268.9 50.94 36.00 10,125.00 7.47 37.65 268.9 50.94 36.00 I , 10,126.00 7.47 37.65 269.0 50.94 36.00 10,127.00 7.47 37.65 269.0 50.94 36.00 10,128.00 7.47 37.65 269.0 50.94 36.00 10,129.00 7.47 37.65 269.0 50.95 36.00 I 10,130.00 7.47 37.65 269.0 50.95 36.00 10,131.00 7.47 37.65 269.1 50.95 36.00 13 10,132.00 7.47 37.65 269.1 50.95 36.00 10,133.00 7.47 37.66 269.1 50.95 36.00 10,134.00 7.48 37.66 269.1 50.95 36.00 10,135.00 7.48 37.66 269.1 50.95 36.00 10,136.00 7.48 37.66 269.1 50.95 36.00 I 10,137.00 7.48 37.66 269.2 50.95 36.00 10,1 38.00 7.48 37.66 269.2 50.95 36.00 10,139.00 7.48 37.66 269.2 50.96 36.00 I 10,140.00 7.48 37.66 269.2 50.96 36.00 10,141.00 7.48 37.67 269.2 50.96 36.00 10,142.00 7.48 37.67 269.3 50.96 36.00 10,143.00 7.48 37.67 269.3 50.96 36.00 I 10,144.00 7.48 37.67 269.3 50.96 36.00 10,145.00 7.48 37.67 269.3 50.96 36.00 10,146.00 7.48 37.67 269.3 50.96 36.00 I 10,147.00 7.48 37.67 269.3 50.96 36.00 10,148.00 7.48 37.67 269.4 50.96 36.00 10,149.00 7.48 37.68 269.4 50.97 36.00 10,150.00 7.48 37.68 269.4 50.97 36.00 I 10,151.00 7.48 37.68 269.4 50.97 36.00 10,152.00 7.48 37.68 269.4 50.97 36.00 • 10,153.00 7.48 37.68 269.5 50.97 36.00 ' 10,154.00 7.49 37.68 269.5 50.97 36.00 10,155.00 7.49 37.68 269.5 50.97 36.00 10,156.00 7.49 37.68 269.5 50.97 36.00 10,157.00 7.49 37.68 269.5 50.97 36.00 10,158.00 7.49 37.69 269.5 50.97 36.00 10,159.00 7.49 37.69 269.6 50.98 36.00 10,160.00 7.49 37.69 269.6 50.98 36.00 I 10,1 61.00 7.49 37.69 269.6 50.98 36.00 10,162.00 7.49 37.69 269.6 50.98 36.00 10,163.00 7.49 37.69 269.6 50.98 36.00 10,164.00 7.49 37.69 269.7 50.98 36.00 I 10,165.00 7.49 37.69 269.7 50.98 36.00 10,166.00 7.49 37.70 269.7 50.98 36.00 10,167.00 7.49 37.70 269.7 50.98 36.00 I 10,168.00 7.49 37.70 269.7 50.98 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa - basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 45 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel ' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 10,169.00 7.49 37.70 269.7 50.99 36.00 10,170.00 7.49 37.70 269.8 50.99 36.00 10,171.00 7.49 37.70 269.8 50.99 36.00 I 10,172.00 7.49 37.70 269.8 50.99 36.00 10,173.00 7.49 37.70 269.8 50.99 36.00 10,174.00 7.50 37.70 269.8 50.99 36.00 I 10,175.00 7.50 37.71 269.9 50.99 36.00 10,176.00 7.50 37.71 269.9 50.99 36.00 10,177.00 7.50 37.71 269.9 50.99 36.00 10,178.00 7.50 37.71 269.9 50.99 36.00 I 10,179.00 7.50 37.71 269.9 51.00 36.00 10,180.00 7.50 37.71 269.9 51.00 36.00 10,181.00 7.50 37.71 270.0 51.00 36.00 I 10,1 82.00 7.50 37.71 270.0 51.00 36.00 10,183.00 7.50 37.72 270.0 51.00 36.00 10,184.00 7.50 37.72 270.0 51.00 36.00 i 10,185.00 7.50 37.72 270.0 51.00 36.00 1 10,186.00 7.50 37.72 270.0 51.00 36.00 10,187.00 7.50 37.72 270.1 51.00 36.00 10,188.00 7.50 37.72 270.1 51.00 36.00 10,189.00 7.50 37.72 270.1 51.01 36.00 I 10,190.00 7.50 37.72 270.1 51.01 36.00 10,191.00 7.50 37.72 270.1 51.01 36.00 10,192.00 7.50 37.73 270.2 51.01 36.00 I 10,193.00 7.50 37.73 270.2 51.01 36.00 10,194.00 7.51 37.73 270.2 51.01 36.00 10,195.00 7.51 37.73 270.2 51.01 36.00 10,196.00 7.51 37.73 270.2 51.01 36.00 I 10,197.00 7.51 37.73 270.2 51.01 36.00 10,198.00 7.51 37.73 270.3 51.01 36.00 10,199.00 7.51 37.73 270.3 51.02 36.00 I 10,200.00 7.51 37.74 270.3 51.02 36.00 10,201.00 7.51 37.74 270.3 51.02 36.00 10,202.00 7.51 37.74 270.3 51.02 36.00 10,203.00 7.51 37.74 270.4 51.02 36.00 I 10,204.00 7.51 37.74 270.4 51.02 36.00 10,205.00 7.51 37.74 270.4 51.02 36.00 10,206.00 7.51 37.74 270.4 51.02 36.00 I 10,207.00 7.51 37.74 270.4 51.02 36.00 10,208.00 7.51 37.74 270.4 51.02 36.00 10,209.00 7.51 37.75 270.5 51.03 36.00 10,210.00 7.51 37.75 270.5 51.03 36.00 I 10,211.00 7.51 37.75 270.5 51.03 36.00 10,212.00 7.51 37.75 270.5 51.03 36.00 10,213.00 7.51 37.75 270.5 51.03 36.00 I 10,214.00 7.52 37.75 270.6 51.03 36.00 10,215.00 7.52 37.75 270.6 51.03 36.00 10,216.00 7.52 37.75 270.6 51.03 36.00 10,217.00 7.52 37.76 270.6 51.03 36.00 I 10,218.00 7.52 37.76 270.6 51.03 36.00 10,219.00 7.52 37.76 270.6 51.04 36.00 I 10,220.00 7.52 37.76 270.7 51.04 36.00 I 10,221.00 7.52 37.76 270.7 51.04 36.00 Project Engineer: Boyle Engineering y: \...\jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11 :53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 46 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 10,222.00 7.52 37.76 270.7 51.04 36.00 10,223.00 7.52 37.76 270.7 51.04 36.00 10,224.00 7.52 37.76 270.7 51.04 36.00 10,225.00 7.52 37.77 270.8 51.04 36.00 10,226.00 7.52 37.77 270.8 51.04 36.00 10,227.00 7.52 37.77 270.8 51.04 36.00 I 10,228.00 7.52 37.77 270.8 51.04 36.00 10,229.00 7.52 37.77 270.8 51.05 36.00 10,230.00 7.52 37.77 270.8 51.05 36.00 10,231.00 7.52 37.77 270.9 51.05 36.00 I 10,232.00 7.52 37.77 270.9 51.05 36.00 10,233.00 7.52 37.77 270.9 51.05 36.00 10,234.00 7.53 37.78 270.9 51.05 36.00 I 10,235.00 7.53 37.78 270.9 51.05 36.00 10,236.00 7.53 37.78 271.0 51.05 36.00 10,237.00 7.53 37.78 271.0 51.05 36.00 j 10,238.00 7.53 37.78 271.0 51.05 36.00 i 10,239.00 7.53 37.78 271.0 51.06 36.00 10,240.00 7.53 37.78 271.0 51.06 36.00 10,241.00 7.53 37.78 271.0 51.06 36.00 I 10,242.00 7.53 37.79 271.1 51.06 36.00 10,243.00 7.53 37.79 271.1 51.06 36.00 10,244.00 7.53 37.79 271.1 51.06 36.00 10,245.00 7.53 37.79 271.1 51.06 36.00 I 10,246.00 7.53 37.79 271.1 51.06 36.00 10,247.00 7.53 37.79 271.1 51.06 36.00 10,248.00 7.53 37.79 271.2 51.06 36.00 10,249.00 7.53 37.79 271.2 51.07 36.00 I 10,250.00 7.53 37.79 271.2 51.07 36.00 10,251.00 7.53 37.80 271.2 51.07 36.00 10,252.00 7.53 37.80 271.2 51.07 36.00 I 10,253.00 7.53 37.80 271.3 51.07 36.00 10,254.00 7.54 37.80 271.3 51.07 36.00 10,255.00 7.54 37.80 271.3 51.07 36.00 10,256.00 7.54 37.80 271.3 51.07 36.00 I 10,257.00 7.54 37.80 271.3 51.07 36.00 10,258.00 7.54 37.80 271.3 51.07 36.00 10,259.00 7.54 37.81 271.4 51.08 36.00 i 10,260.00 7.54 37.81 271.4 51.08 36.00 10,261.00 7.54 37.81 271.4 51.08 36.00 10,262.00 7.54 37.81 271.4 51.08 36.00 10,263.00 7.54 37.81 271.4 51.08 36.00 I 10,264.00 7.54 37.81 271.5 51.08 36.00 10,265.00 7.54 37.81 271.5 51.08 36.00 10,266.00 7.54 37.81 271.5 51.08 36.00 I 10,267.00 7.54 37.81 271.5 51.08 36.00 10,268.00 7.54 37.82 271.5 51.08 36.00 l 10,269.00 7.54 37.82 271.5 51.09 36.00 10,270.00 7.54 37.82 271.6 51.09 36.00 10,271.00 7.54 37.82 271.6 51.09 36.00 10,272.00 7.54 37.82 271.6 51.09 36.00 -1 10,273.00 7.54 37.82 271.6 51.09 36.00 10,274.00 7.55 37.82 271.6 51.09 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa- basin\dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 10 :11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 47 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top i (cfs) (ft) (ft/s) Area Perimeter Width (ft=) (ft) (ft) I 10,275.00 7.55 37.82 271.7 51.09 36.00 10,276.00 7.55 37.83 271.7 51.09 36.00 10,277.00 7.55 37.83 271.7 51.09 36.00 10,278.00 7.55 37.83 271.7 51.09 36.00 10,279.00 7.55 37.83 271.7 51.10 36.00 10,280.00 7.55 37.83 271.7 51.10 36.00 10,281.00 7.55 37.83 271.8 51.10 36.00 10,282.00 7.55 37.83 271.8 51.10 36.00 10,283.00 7.55 37.83 271.8 51.10 36.00 10,284.00 7.55 37.83 271.8 51.10 36.00 10,285.00 7.55 37.84 271.8 51.10 36.00 10,286.00 7.55 37.84 271.9 51.10 36.00 10,287.00 7.55 37.84 271.9 51.10 36.00 I 10,288.00 7.55 37.84 271.9 51.10 36.00 10,289.00 7.55 37.84 271.9 51.11 36.00 -1 10,290.00 7.55 37.84 271.9 51.11 36.00 --.i 10,291.00 7.55 37.84 271.9 51.11 36.00 - I 10,292.00 7.55 37.84 272.0 51.11 36.00 10,293.00 7.55 37.85 272.0 51.11 36.00 10,294.00 7.56 37.85 272.0 51.11 36.00 10,295.00 7.56 37.85 272.0 51.11 36.00 I 10,296.00 7.56 37.85 272.0 51.11 36.00 10,297.00 7.56 37.85 272.0 51.11 36.00 10,298.00 7.56 37.85 272.1 51.11 36.00 I 10,299.00 7.56 37.85 272.1 51.12 36.00 10,300.00 7.56 37.85 272.1 51.12 36.00 10,301.00 7.56 37.85 272.1 51.12 36.00 10,302.00 7.56 37.86 272.1 51.12 36.00 I 10,303.00 7.56 37.86 272.2 51.12 36.00 10,304.00 7.56 37.86 272.2 51.12 36.00 10,305.00 7.56 37.86 272.2 51.12 36.00 I 10,306.00 7.56 37.86 272.2 51.12 36.00 10,307.00 7.56 37.86 272.2 51.12 36.00 - 1 10,308.00 7.56 37.86 272.2 51.12 36.00 10,309.00 7.56 37.86 272.3 51.13 36.00 I 10,310.00 7.56 37.87 272.3 51.13 36.00 10,311.00 7.56 37.87 272.3 51.13 36.00 10,312.00 7.56 37.87 272.3 51.13 36.00 I 10,313.00 7.56 37.87 272.3 51.13 36.00 10,314.00 7.57 37.87 272.4 51.13 36.00 10,315.00 7.57 37.87 272.4 51.13 36.00 10,316.00 7.57 37.87 272.4 51.13 36.00 I 10,317.00 7.57 37.87 272.4 51.13 36.00 10,318.00 7.57 37.87 272.4 51.13 36.00 10,319.00 7.57 37.88 272.4 51.14 36.00 I 10,320.00 7.57 37.88 272.5 51.14 36.00 10,321.00 7.57 37.88 272.5 51.14 36.00 10,322.00 7.57 37.88 272.5 51.14 36.00 10,323.00 7.57 37.88 272.5 51.14 36.00 I 10,324.00 7.57 37.88 272.5 51.14 36.00 10,325.00 7.57 37.88 272.6 51.14 36.00 1 10,326.00 7.57 37.88 272.6 51.14 36.00 I 10,327.00 7.57 37.89 272.6 51.14 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 48 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel 1 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) i 10,328.00 7.57 37.89 272.6 51.14 36.00 10,329.00 7.57 37.89 272.6 51.15 36.00 10,330.00 7.57 37.89 272.6 51.15 36.00 I 10,331.00 7.57 37.89 272.7 51.15 36.00 10,332.00 7.57 37.89 272.7 51.15 36.00 10,333.00 7.57 37.89 272.7 51.15 36.00 I 10,334.00 7.58 37.89 272.7 51.15 36.00 10,335.00 7.58 37.89 272.7 51.15 36.00 10,336.00 7.58 37.90 272.7 51.15 36.00 10,337.00 7.58 37.90 272.8 51.15 36.00 I 10,338.00 7.58 37.90 272.8 51.15 36.00 10,339.00 7.58 37.90 272.8 51.16 36.00 10,340.00 7.58 37.90 272.8 51.16 36.00 I 10,341.00 7.58 37.90 272.8 51.16 36.00 10,342.00 7.58 37.90 272.9 51.16 36.00 10,343.00 7.58 37.90 272.9 51.16 36.00 -J 10,344.00 7.58 37.90 272.9 51.16 36.00 1 10,345.00 7.58 37.91 272.9 51.16 36.00 10,346.00 7.58 37.91 272.9 51.16 36.00 10,347.00 7.58 37.91 272.9 51.16 36.00 I 10,348.00 7.58 37.91 273.0 51.16 36.00 10,349.00 7.58 37.91 273.0 51.17 36.00 10,350.00 7.58 37.91 273.0 51.17 36.00 10,351.00 7.58 37.91 273.0 51.17 36.00 I 10,352.00 7.58 37.91 273.0 51.17 36.00 10,353.00 7.58 37.92 273.1 51.17 36.00 10,354.00 7.59 37.92 273.1 51.17 36.00 10,355.00 7.59 37.92 273.1 51.17 36.00 I 10,356.00 7.59 37.92 273.1 51.17 36.00 10,357.00 7.59 37.92 273.1 51.17 36.00 10,358.00 7.59 37.92 273.1 51.17 36.00 I 10,359.00 7.59 37.92 273.2 51.18 36.00 10,360.00 7.59 37.92 273.2 51.18 36.00 `j 10,361.00 7.59 37.92 273.2 51.18 36.00 10,362.00 7.59 37.93 273.2 51.18 36.00 I 10,363.00 7.59 37.93 273.2 51.18 36.00 10,364.00 7.59 37.93 273.3 51.18 36.00 10,365.00 7.59 37.93 273.3 51.18 36.00 I 10,366.00 7.59 37.93 273.3 51.18 36.00 10,367.00 7.59 37.93 273.3 51.18 36.00 10,368.00 7.59 37.93 273.3 51.18 36.00 10,369.00 7.59 37.93 273.3 51.19 36.00 10,370.00 7.59 37.94 273.4 51.19 36.00 10,371.00 7.59 37.94 273.4 51.19 36.00 10,372.00 7.59 37.94 273.4 51.19 36.00 10,373.00 7.59 37.94 273.4 51.19 36.00 10,374.00 7.60 37.94 273.4 51.19 36.00 10,375.00 7.60 37.94 273.4 51.19 36.00 10,376.00 7.60 37.94 273.5 51.19 36.00 10,377.00 7.60 37.94 273.5 51.19 36.00 10,378.00 7.60 37.94 273.5 51.19 36.00 1 10,379.00 7.60 37.95 273.5 51.20 36.00 1 10,380.00 7.60 37.95 273.5 51.20 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMasterv6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 - 1666 Page 49 of 86 1 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _ I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 10,381.00 7.60 37.95 273.6 51.20 36.00 10,382.00 7.60 37.95 273.6 51.20 36.00 10,383.00 7.60 37.95 273.6 51.20 36.00 I 10,384.00 7.60 37.95 273.6 51.20 36.00 10,385.00 7.60 37.95 273.6 51.20 36.00 10,386.00 7.60 37.95 273.6 51.20 36.00 I 10,387.00 7.60 37.96 273.7 51.20 36.00 10,388.00 7.60 37.96 273.7 51.20 36.00 10,389.00 7.60 37.96 273.7 51.21 36.00 10,390.00 7.60 37.96 273.7 51.21 36.00 I 10,391.00 7.60 37.96 273.7 51.21 36.00 10,392.00 7.60 37.96 273.8 51.21 36.00 10,393.00 7.60 37.96 273.8 51.21 36.00 10,394.00 7.61 37.96 273.8 51.21 36.00 I 10,395.00 7.61 37.96 273.8 51.21 36.00 10,396.00 7.61 37.97 273.8 51.21 36.00 -1 -I 10,397.00 7.61 37.97 273.8 51.21 36.00 1 10,398.00 7.61 37.97 273.9 51.21 36.00 10,399.00 7.61 37.97 273.9 51.22 36.00 10,400.00 7.61 37.97 273.9 51.22 36.00 10,401.00 7.61 37.97 273.9 51.22 36.00 I 10,402.00 7.61 37.97 273.9 51.22 36.00 10,403.00 7.61 37.97 274.0 51.22 36.00 10,404.00 7.61 37.98 274.0 51.22 36.00 I 10,405.00 7.61 37.98 274.0 51.22 36.00 10,406.00 7.61 37.98 274.0 51.22 36.00 10,407.00 7.61 37.98 274.0 51.22 36.00 10,408.00 7.61 37.98 274.0 51.22 36.00 I 10,409.00 7.61 37.98 274.1 51.23 36.00 10,410.00 7.61 37.98 274.1 51.23 36.00 10,411.00 7.61 37.98 274.1 51.23 36.00 10,412.00 7.61 37.98 274.1 51.23 36.00 10,413.00 7.61 37.99 274.1 51.23 36.00 10,414.00 7.62 37.99 274.1 51.23 36.00 1 '' 10,415.00 7.62 37.99 274.2 51.23 36.00 10,416.00 7.62 37.99 274.2 51.23 36.00 10,417.00 7.62 37.99 274.2 51.23 36.00 10,418.00 7.62 37.99 274.2 51.23 36.00 I 10,419.00 7.62 37.99 274.2 51.24 36.00 10,420.00 7.62 37.99 274.3 51.24 36.00 10,421.00 7.62 37.99 274.3 51.24 36.00 10,422.00 7.62 38.00 274.3 51.24 36.00 10,423.00 7.62 38.00 274.3 51.24 36.00 10,424.00 7.62 38.00 274.3 51.24 36.00 1 10,425.00 7.62 38.00 274.3 51.24 36.00 I 10,426.00 7.62 38.00 274.4 51.24 36.00 10,427.00 7.62 38.00 274.4 51.24 36.00 10,428.00 7.62 38.00 274.4 51.24 36.00 10,429.00 7.62 38.00 274.4 51.25 36.00 I 10,430.00 7.62 38.01 274.4 51.25 36.00 10,431.00 7.62 38.01 274.5 51.25 36.00 11 10,432.00 7.62 38.01 274.5 51.25 36.00 I 10,433.00 7.62 38.01 274.5 51.25 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa - basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 50 of 86 I 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top j (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) I 10,434.00 7.63 38.01 274.5 51.25 36.00 10,435.00 7.63 38.01 274.5 51.25 36.00 10,436.00 7.63 38.01 274.5 51.25 36.00 I 10,437.00 7.63 38.01 274.6 51.25 36.00 10,438.00 7.63 38.01 274.6 51.25 36.00 10,439.00 7.63 38.02 274.6 51.26 36.00 I 10,440.00 7.63 38.02 274.6 51.26 36.00 10,441.00 7.63 38.02 274.6 51.26 36.00 10,442.00 7.63 38.02 274.7 51.26 36.00 10,443.00 7.63 38.02 274.7 51.26 36.00 I 10,444.00 7.63 38.02 274.7 51.26 36.00 10,445.00 7.63 38.02 274.7 51.26 36.00 10,446.00 7.63 38.02 274.7 51.26 36.00 I 10,447.00 7.63 38.03 274.7 51.26 36.00 10,448.00 7.63 38.03 274.8 51.26 36.00 10,449.00 7.63 38.03 274.8 51.27 36.00 11 10,450.00 7.63 38.03 274.8 51.27 36.00 1 10,451.00 7.63 38.03 274.8 51.27 36.00 10,452.00 7.63 38.03 274.8 51.27 36.00 10,453.00 7.63 38.03 274.8 51.27 36.00 10,454.00 7.64 38.03 274.9 51.27 36.00 I 10,455.00 7.64 38.03 274.9 51.27 36.00 10,456.00 7.64 38.04 274.9 51.27 36.00 10,457.00 7.64 38.04 274.9 51.27 36.00 I 10,458.00 7.64 38.04 274.9 51.27 36.00 10,459.00 7.64 38.04 275.0 51.28 36.00 10,460.00 7.64 38.04 275.0 51.28 36.00 10,461.00 7.64 38.04 275.0 51.28 36.00 I 10,462.00 7.64 38.04 275.0 51.28 36.00 10,463.00 7.64 38.04 275.0 51.28 36.00 10,464.00 7.64 38.04 275.0 51.28 36.00 I 10,465.00 7.64 38.05 275.1 51.28 36.00 10,466.00 7.64 38.05 275.1 51.28 36.00 10,467.00 7.64 38.05 275.1 51.28 36.00 10,468.00 7.64 38.05 275.1 51.28 36.00 10,469.00 7.64 38.05 275.1 51.29 36.00 10,470.00 7.64 38.05 275.2 51.29 36.00 10,471.00 7.64 38.05 275.2 51.29 36.00 I 10,472.00 7.64 38.05 275.2 51.29 36.00 10,473.00 7.64 38.06 275.2 51.29 36.00 10,474.00 7.65 38.06 275.2 51.29 36.00 10,475.00 7.65 38.06 275.2 51.29 36.00 I 10,476.00 7.65 38.06 275.3 51.29 36.00 10,477.00 7.65 38.06 275.3 51.29 36.00 10,478.00 7.65 38.06 275.3 51.29 36.00 I 10,479.00 7.65 38.06 275.3 51.30 36.00 10,480.00 7.65 38.06 275.3 51.30 36.00 10,481.00 7.65 38.06 275.3 51.30 36.00 10,482.00 7.65 38.07 275.4 51.30 36.00 I 10,483.00 7.65 38.07 275.4 51.30 36.00 10,484.00 7.65 38.07 275.4 51.30 36.00 10,485.00 7.65 38.07 275.4 51.30 36.00 I 7.65 38.07 275.4 51.30 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 51 of 86 1 1 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (f /s) Area Perimeter Width (ft (ft) (ft) I 10,487.00 7.65 38.07 275.5 51.30 36.00 10,488.00 7.65 38.07 275.5 51.30 36.00 10,489.00 7.65 38.07 275.5 51.31 36.00 I 10,490.00 7.65 38.07 275.5 51.31 36.00 10,491.00 7.65 38.08 275.5 51.31 36.00 10,492.00 7.65 38.08 275.5 51.31 36.00 I 10,493.00 7.65 38.08 275.6 51.31 36.00 10,494.00 7.66 38.08 275.6 51.31 36.00 10,495.00 7.66 38.08 275.6 51.31 36.00 10,496.00 7.66 38.08 275.6 51.31 36.00 I 10,497.00 7.66 38.08 275.6 51.31 36.00 10,498.00 7.66 38.08 275.7 51.31 36.00 10,499.00 7.66 38.09 275.7 51.32 36.00 I 10,500.00 7.66 38.09 275.7 51.32 36.00 10,501.00 7.66 38.09 275.7 51.32 36.00 10,502.00 7.66 38.09 275.7 51.32 36.00 I 10,503.00 7.66 38.09 275.7 51.32 36.00 I 10,504.00 7.66 38.09 275.8 51.32 36.00 10,505.00 7.66 38.09 275.8 51.32 36.00 10,506.00 7.66 38.09 275.8 51.32 36.00 I 10,507.00 7.66 38.09 275.8 51.32 36.00 10,508.00 7.66 38.10 275.8 51.32 36.00 10,509.00 7.66 38.10 275.8 51.32 36.00 10,510.00 7.66 38.10 275.9 51.33 36.00 I 10,511.00 7.66 38.10 275.9 51.33 36.00 10,512.00 7.66 38.10 275.9 51.33 36.00 10,513.00 7.66 38.10 275.9 51.33 36.00 10,514.00 7.66 38.10 275.9 51.33 36.00 I 10,515.00 7.67 38.10 276.0 51.33 36.00 10,516.00 7.67 38.10 276.0 51.33 36.00 10,517.00 7.67 38.11 276.0 51.33 36.00 I 10,518.00 7.67 38.11 276.0 51.33 36.00 10,519.00 7.67 38.11 276.0 51.33 36.00 li 10,520.00 7.67 38.11 276.0 51.34 36.00 10,521.00 7.67 38.11 276.1 51.34 36.00 I 10,522.00 7.67 38.11 276.1 51.34 36.00 10,523.00 7.67 38.11 276.1 51.34 36.00 10,524.00 7.67 38.11 276.1 51.34 36.00 10,525.00 7.67 38.12 276.1 51.34 36.00 10,526.00 7.67 38.12 276.2 51.34 36.00 10,527.00 7.67 38.12 276.2 51.34 36.00 10,528.00 7.67 38.12 276.2 51.34 36.00 ' 10,529.00 7.67 38.12 276.2 51.34 36.00 10,530.00 7.67 38.12 276.2 51.35 36.00 10,531.00 7.67 38.12 276.2 51.35 36.00 i 10,532.00 7.67 38.12 276.3 51.35 36.00 10,533.00 7.67 38.12 276.3 51.35 36.00 10,534.00 7.67 38.13 276.3 51.35 36.00 10,535.00 7.68 38.13 276.3 51.35 36.00 I 10,536.00 7.68 38.13 276.3 51.35 36.00 10,537.00 7.68 38.13 276.4 51.35 36.00 J 10,538.00 7.68 38.13 276.4 51.35 36.00 I 10,539.00 7.68 38.13 276.4 51.35 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 52 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 10,540.00 7.68 38.13 276.4 51.36 36.00 10,541.00 7.68 38.13 276.4 51.36 36.00 10,542.00 7.68 38.13 276.4 51.36 36.00 I 10,543.00 7.68 38.14 276.5 51.36 36.00 10,544.00 7.68 38.14 276.5 51.36 36.00 10,545.00 7.68 38.14 276.5 51.36 36.00 I 10,546.00 7.68 38.14 276.5 51.36 36.00 10,547.00 7.68 38.14 276.5 51.36 36.00 10,548.00 7.68 38.14 276.5 51.36 36.00 10,549.00 7.68 38.14 276.6 51.36 36.00 I 10,550.00 7.68 38.14 276.6 51.37 36.00 10,551.00 7.68 38.15 276.6 51.37 36.00 10,552.00 7.68 38.15 276.6 51.37 36.00 I 10,553.00 7.68 38.15 276.6 51.37 36.00 10,554.00 7.68 38.15 276.7 51.37 36.00 10,555.00 7.69 38.15 276.7 51.37 36.00 10,556.00 7.69 38.15 276.7 51.37 36.00 10,557.00 7.69 38.15 276.7 51.37 36.00 10,558.00 7.69 38.15 276.7 51.37 36.00 10,559.00 7.69 38.15 276.7 51.37 36.00 I 10,560.00 7.69 38.16 276.8 51.38 36.00 10,561.00 7.69 38.16 276.8 51.38 36.00 10,562.00 7.69 38.16 276.8 51.38 36.00 10,563.00 7.69 38.16 276.8 51.38 36.00 I 10,564.00 7.69 38.16 276.8 51.38 36.00 10,565.00 7.69 38.16 276.9 51.38 36.00 10,566.00 7.69 38.16 276.9 51.38 36.00 10,567.00 7.69 38.16 276.9 51.38 36.00 I 10,568.00 7.69 38.16 276.9 51.38 36.00 10,569.00 7.69 38.17 276.9 51.38 36.00 10,570.00 7.69 38.17 276.9 51.39 36.00 I 10,571.00 7.69 38.17 277.0 51.39 36.00 10,572.00 7.69 38.17 277.0 51.39 36.00 10,573.00 7.69 38.17 277.0 51.39 36.00 10,574.00 7.69 38.17 277.0 51.39 36.00 I 10,575.00 7.70 38.17 277.0 51.39 36.00 10,576.00 7.70 38.17 277.0 51.39 36.00 10,577.00 7.70 38.18 277.1 51.39 36.00 I 10,578.00 7.70 38.18 277.1 51.39 36.00 10,579.00 7.70 38.18 277.1 51.39 36.00 10,580.00 7.70 38.18 277.1 51.40 36.00 10,581.00 7.70 38.18 277.1 51.40 36.00 I 10,582.00 7.70 38.18 277.2 51.40 36.00 10,583.00 7.70 38.18 277.2 51.40 36.00 10,584.00 7.70 38.18 277.2 51.40 36.00 I 10,585.00 7.70 38.18 277.2 51.40 36.00 10,586.00 7.70 38.19 277.2 51.40 36.00 10,587.00 7.70 38.19 277.2 51.40 36.00 10,588.00 7.70 38.19 277.3 51.40 36.00 I 10,589.00 7.70 38.19 277.3 51.40 36.00 10,590.00 7.70 38.19 277.3 51.41 36.00 I] 10,591.00 7.70 38.19 277.3 51.41 36.00 I 10,592.00 7.70 38.19 277.3 51.41 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa- basin\dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 53 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel ' Discharge Depth Velocity Flow Wetted Top i (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 10,593.00 7.70 38.19 277.4 51.41 36.00 10,594.00 7.70 38.19 277.4 51.41 36.00 10,595.00 7.71 38.20 277.4 51.41 36.00 I 10,596.00 10,597.00 7.71 38.20 277.4 51.41 36.00 7.71 38.20 277.4 51.41 36.00 10,598.00 7.71 38.20 277.4 51.41 36.00 I 10,599.00 7.71 38.20 , 277.5 51.41 36.00 10,600.00 7.71 38.20 277.5 51.42 36.00 10,601.00 7.71 38.20 277.5 51.42 36.00 10,602.00 7.71 38.20 277.5 51.42 36.00 I 10,603.00 7.71 38.20 277.5 51.42 36.00 10,604.00 7.71 38.21 277.5 51.42 36.00 10,605.00 7.71 38.21 277.6 51.42 36.00 I 10,606.00 7.71 38.21 277.6 51.42 36.00 10,607.00 7.71 38.21 277.6 51.42 36.00 10,608.00 7.71 38.21 277.6 51.42 36.00 11 10,609.00 7.71 38.21 277.6 51.42 36.00 1 10,610.00 7.71 38.21 277.7 51.43 36.00 10,611.00 7.71 38.21 277.7 51.43 36.00 10,612.00 7.71 38.22 277.7 51.43 36.00 I 10,613.00 7.71 38.22 277.7 51.43 36.00 10,614.00 7.71 38.22 277.7 51.43 36.00 10,615.00 7.72 38.22 277.7 51.43 36.00 10,616.00 7.72 38.22 277.8 51.43 36.00 I 10,617.00 7.72 38.22 277.8 51.43 36.00 10,618.00 7.72 38.22 277.8 51.43 36.00 10,619.00 7.72 38.22 277.8 51.43 36.00 10,620.00 7.72 38.22 277.8 51.44 36.00 I 10,621.00 7.72 38.23 277.9 51.44 36.00 10,622.00 7.72 38.23 277.9 51.44 36.00 10,623.00 7.72 38.23 277.9 51.44 36.00 10,624.00 7.72 38.23 277.9 51.44 36.00 10,625.00 7.72 38.23 277.9 51.44 36.00 ri 10,626.00 7.72 38.23 277.9 51.44 36.00 10,627.00 7.72 38.23 278.0 51.44 36.00 10,628.00 7.72 38.23 278.0 51.44 36.00 10,629.00 7.72 38.23 278.0 51.44 36.00 10,630.00 7.72 38.24 278.0 51.45 36.00 I 10,631.00 7.72 38.24 278.0 51.45 36.00 10,632.00 7.72 38.24 278.0 51.45 36.00 10,633.00 7.72 38.24 278.1 51.45 36.00 10,634.00 7.72 38.24 278.1 51.45 36.00 I 10,635.00 7.72 38.24 278.1 51.45 36.00 10,636.00 7.73 38.24 278.1 51.45 36.00 10,637.00 7.73 38.24 278.1 51.45 36.00 I 10,638.00 7.73 38.25 278.2 51.45 36.00 10,639.00 7.73 38.25 278.2 51.45 36.00 10,640.00 7.73 38.25 278.2 51.45 36.00 10,641.00 7.73 38.25 278.2 51.46 36.00 I 10,642.00 7.73 38.25 278.2 51.46 36.00 10,643.00 7.73 38.25 278.2 51.46 36.00 10,644.00 7.73 38.25 278.3 51.46 36.00 10,645.00 7.73 38.25 278.3 51.46 36.00 Project Engineer: Boyle Engineering y: \...\jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] i i II 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 54 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) I 10,646.00 7.73 38.25 278.3 51.46 36.00 10,647.00 7.73 38.26 278.3 51.46 36.00 10,648.00 7.73 38.26 278.3 51.46 36.00 I 10,649.00 7.73 38.26 278.3 51.46 36.00 10,650.00 7.73 38.26 278.4 51.46 36.00 10,651.00 7.73 38.26 278.4 51.47 36.00 I 10,652.00 7.73 38.26 278.4 51.47 36.00 10,653.00 7.73 38.26 278.4 51.47 36.00 10,654.00 7.73 38.26 278.4 51.47 36.00 10,655.00 7.73 38.26 278.5 51.47 36.00 I 10,656.00 7.74 38.27 278.5 51.47 36.00 10,657.00 7.74 38.27 278.5 51.47 36.00 10,658.00 7.74 38.27 278.5 51.47 36.00 10,659.00 7.74 38.27 278.5 51.47 36.00 I 10,660.00 7.74 38.27 278.5 51.47 36.00 i 10,661.00 7.74 38.27 278.6 51.48 36.00 i 10,662.00 7.74 38.27 278.6 51.48 36.00 1 10,663.00 7.74 38.27 278.6 51.48 36.00 10,664.00 7.74 38.27 278.6 51.48 36.00 10,665.00 7.74 38.28 278.6 51.48 36.00 10,666.00 7.74 38.28 278.7 51.48 36.00 I 10,667.00 7.74 38.28 278.7 51.48 36.00 10,668.00 7.74 38.28 278.7 51.48 36.00 10,669.00 7.74 38.28 278.7 51.48 36.00 I 10,670.00 7.74 38.28 278.7 51.48 36.00 10,671.00 7.74 38.28 278.7 51.49 36.00 10,672.00 7.74 38.28 278.8 51.49 36.00 10,673.00 7.74 38.29 278.8 51.49 36.00 I 10,674.00 7.74 38.29 278.8 51.49 36.00 10,675.00 7.74 38.29 278.8 51.49 36.00 10,676.00 7.75 38.29 278.8 51.49 36.00 10,677.00 7.75 38.29 278.8 51.49 36.00 10,678.00 7.75 38.29 278.9 51.49 36.00 10,679.00 7.75 38.29 278.9 51.49 36.00 10,680.00 7.75 38.29 278.9 51.49 36.00 I 10,681.00 7.75 38.29 278.9 51.50 36.00 10,682.00 7.75 38.30 278.9 51.50 36.00 10,683.00 7.75 38.30 279.0 51.50 36.00 I 10,684.00 7.75 38.30 279.0 51.50 36.00 10,685.00 7.75 38.30 279.0 51.50 36.00 10,686.00 7.75 38.30 279.0 51.50 36.00 10,687.00 7.75 38.30 279.0 51.50 36.00 I 10,688.00 7.75 38.30 279.0 51.50 36.00 10,689.00 7.75 38.30 279.1 51.50 36.00 10,690.00 7.75 38.30 279.1 51.50 36.00 I 10,691.00 7.75 38.31 279.1 51.51 36.00 10,692.00 7.75 38.31 279.1 51.51 36.00 10,693.00 7.75 38.31 279.1 51.51 36.00 10,694.00 7.75 38.31 279.2 51.51 36.00 I 10,695.00 7.75 38.31 279.2 51.51 36.00 10,696.00 7.76 38.31 279.2 51.51 36.00 1 10,697.00 7.76 38.31 279.2 51.51 36.00 10,698.00 7.76 38.31 279.2 51.51 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 55 of 86 is 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ftls) Area Perimeter Width (ft (ft) (ft) I 10,699.00 7.76 38.31 279.2 51.51 36.00 10,700.00 7.76 38.32 279.3 51.51 36.00 10,701.00 7.76 38.32 279.3 51.52 36.00 I 10,702.00 7.76 38.32 279.3 51.52 36.00 10,703.00 7.76 38.32 279.3 51.52 36.00 10,704.00 7.76 38.32 279.3 51.52 36.00 10,705.00 7.76 38.32 279.3 51.52 36.00 I 10,706.00 7.76 38.32 279.4 51.52 36.00 10,707.00 7.76 38.32 279.4 51.52 36.00 10,708.00 7.76 38.32 279.4 51.52 36.00 • I 10,709.00 7.76 38.33 279.4 51.52 36.00 10,710.00 7.76 38.33 279.4 51.52 36.00 10,711.00 7.76 38.33 279.5 51.53 36.00 10,712.00 7.76 38.33 279.5 51.53 36.00 I 10,713.00 7.76 38.33 279.5 51.53 36.00 10,714.00 7.76 38.33 279.5 51.53 36.00 10,715.00 7.76 38.33 279.5 51.53 36.00 10,716.00 7.77 38.33 279.5 51.53 36.00 10,717.00 7.77 38.34 279.6 51.53 36.00 10,718.00 7.77 38.34 279.6 51.53 36.00 • 10,719.00 7.77 38.34 279.6 51.53 36.00 I 10,720.00 7.77 38.34 279.6 51.53 36.00 10,721.00 7.77 38.34 279.6 51.54 36.00 10,722.00 7.77 38.34 279.6 51.54 36.00 I 10,723.00 7.77 38.34 279.7 51.54 36.00 10,724.00 7.77 38.34 279.7 51.54 36.00 10,725.00 7.77 38.34 279.7 51.54 36.00 10,726.00 7.77 38.35 279.7 51.54 36.00 I 10,727.00 7.77 38.35 279.7 51.54 36.00 10,728.00 7.77 38.35 279.8 51.54 36.00 10,729.00 7.77 38.35 279.8 51.54 36.00 I 10,730.00 7.77 38.35 279.8 51.54 36.00 10,731.00 7.77 38.35 279.8 51.54 36.00 10,732.00 7.77 38.35 279.8 51.55 36.00 „,i 10,733.00 7.77 38.35 279.8 51.55 36.00 I 10,734.00 7.77 38.35 279.9 51.55 36.00 10,735.00 7.77 38.36 279.9 51.55 36.00 10,736.00 7.77 38.36 279.9 51,55 36.00 I 10,737.00 7.78 38.36 279.9 51.55 36.00 10,738.00 7.78 38.36 279.9 51.55 36.00 10,739.00 7.78 38.36 280.0 51.55 36.00 10,740.00 7.78 38.36 280.0 51.55 36.00 I 10,741.00 7.78 38.36 280.0 51.55 36.00 10,742.00 7.78 38.36 280.0 51.56 36.00 10,743.00 7.78 38.36 280.0 51.56 36.00 I 10,744.00 7.78 38.37 280.0 51.56 36.00 10,745.00 7.78 38.37 280.1 51.56 36.00 10,746.00 7.78 38.37 280.1 51.56 36.00 10,747.00 7.78 38.37 280.1 51.56 36.00 I 10,748.00 7.78 38.37 280.1 51.56 36.00 10,749.00 7.78 38.37 280.1 51.56 36.00 10,750.00 7.78 38.37 280.1 51.56 36.00 10,751.00 7.78 38.37 280.2 51.56 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n1 05/28/03 10 :11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 56 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel ' Discharge Depth Velocity Flow Wetted Top j (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 10,752.00 7.78 38.37 280.2 51.57 36.00 10,753.00 7.78 38.38 280.2 51.57 36.00 10,754.00 7.78 38.38 280.2 51.57 36.00 I 10,755.00 7.78 38.38 280.2 51.57 36.00 10,756.00 7.78 38.38 280.3 51.57 36.00 10,757.00 7.79 38.38 280.3 51.57 36.00 I 10,758.00 7.79 38.38 280.3 51.57 36.00 10,759.00 7.79 38.38 280.3 51.57 36.00 10,760.00 7.79 38.38 280.3 51.57 36.00 10,761.00 7.79 38.39 280.3 51.57 36.00 I 10,762.00 7.79 38.39 280.4 51.58 36.00 10,763.00 7.79 38.39 280.4 51.58 36.00 10,764.00 7.79 38.39 280.4 51.58 36.00 I 10,765.00 7.79 38.39 280.4 51.58 36.00 10,766.00 7.79 38.39 280.4 51.58 36.00 10,767.00 7.79 38.39 280.5 51.58 36.00 7./ 10,768.00 7.79 38.39 280.5 51.58 36.00 1 10,769.00 7.79 38.39 280.5 51.58 36.00 10,770.00 7.79 38.40 280.5 51.58 36.00 10,771.00 7.79 38.40 280.5 51.58 36.00 10,772.00 7.79 38.40 280.5 51.59 36.00 I 10,773.00 7.79 38.40 280.6 51.59 36.00 10,774.00 7.79 38.40 280.6 51.59 36.00 10,775.00 7.79 38.40 280.6 51.59 36.00 I 10,776.00 7.79 38.40 280.6 51.59 36.00 10,777.00 7.80 38.40 280.6 51.59 36.00 10,778.00 7.80 38.40 280.6 51.59 36.00 10,779.00 7.80 38.41 280.7 51.59 36.00 I 10,780.00 7.80 38.41 280.7 51.59 36.00 10,781.00 7.80 38.41 280.7 51.59 36.00 10,782.00 7.80 38.41 280.7 51.60 36.00 10,783.00 7.80 38.41 280.7 51.60 36.00 10,784.00 7.80 38.41 280.8 51.60 36.00 10,785.00 7.80 38.41 280.8 51.60 36.00 10,786.00 7.80 38.41 280.8 51.60 36.00 ' 10,787.00 7.80 38.41 280.8 51.60 36.00 10,788.00 7.80 38.42 280.8 51.60 36.00 10,789.00 7.80 38.42 280.8 51.60 36.00 I 10,790.00 7.80 38.42 280.9 51.60 36.00 10,791.00 7.80 38.42 280.9 51.60 36.00 10,792.00 7.80 38.42 280.9 51.61 36.00 10,793.00 7.80 38.42 280.9 51.61 36.00 I 10,794.00 7.80 38.42 280.9 51.61 36.00 10,795.00 7.80 38.42 280.9 51.61 36.00 10,796.00 7.80 38.42 281.0 51.61 36.00 I 10,797.00 7.81 38.43 281.0 51.61 36.00 10,798.00 7.81 38.43 281.0 51.61 36.00 10,799.00 7.81 38.43 281.0 51.61 36.00 10,800.00 7.81 38.43 281.0 51.61 36.00 I 10,801.00 7.81 38.43 281.1 51.61 36.00 10,802.00 7.81 38.43 281.1 51.62 36.00 _j 10,803.00 7.81 38.43 281.1 51.62 36.00 I 10,804.00 7.81 38.43 281.1 51.62 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 57 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) i 10,805.00 7.81 38.43 281.1 51.62 36.00 10,806.00 7.81 38.44 281.1 51.62 36.00 10,807.00 7.81 38.44 281.2 51.62 36.00 I 10,808.00 7.81 38.44 281.2 51.62 36.00 10,809.00 7.81 38.44 281.2 51.62 36.00 10,810.00 7.81 38.44 281.2 51.62 36.00 I 10,811.00 7.81 38.44 281.2 51.62 36.00 10,812.00 7.81 38.44 281.2 51.62 36.00 10, 813.00 7.81 38.44 281.3 51.63 36.00 10,814.00 7.81 38.44 281.3 51.63 36.00 I 10,815.00 7.81 38.45 281.3 51.63 36.00 10,816.00 7.81 38.45 281.3 51.63 36.00 10,817.00 7.81 38.45 281.3 51.63 36.00 10,818.00 7.82 38.45 281.4 51.63 36.00 I 10,819.00 7.82 38.45 281.4 51.63 36.00 10,820.00 7.82 38.45 281.4 51.63 36.00 1 10,821.00 7.82 38.45 281.4 51.63 36.00 10,822.00 7.82 38.45 281.4 51.63 36.00 10,823.00 7.82 38.46 281.4 51.64 36.00 10,824.00 7.82 38.46 281.5 51.64 36.00 10,825.00 7.82 38.46 281.5 51.64 36.00 10,826.00 7.82 38.46 281.5 51.64 36.00 10, 827.00 7.82 38.46 281.5 51.64 36.00 1 10,828.00 7.82 38.46 281.5 51.64 36.00 I 10,829.00 7.82 38.46 281.6 51.64 36.00 10,830.00 7.82 38.46 281.6 51.64 36.00 10,831.00 7.82 38.46 281.6 51.64 36.00 10,832.00 7.82 38.47 281.6 51.64 36.00 I 10,833.00 7.82 38.47 281.6 51.65 36.00 10,834.00 7.82 38.47 281.6 51.65 36.00 10,835.00 7.82 38.47 281.7 51.65 36.00 I 10,836.00 7.82 38.47 281.7 51.65 36.00 10,837.00 7.82 38.47 281.7 51.65 36.00 ( ^� 10,838.00 7.83 38.47 281.7 51.65 36.00 10,839.00 7.83 38.47 281.7 51.65 36.00 I 10,840.00 7.83 38.47 281.7 51.65 36.00 10,841.00 7.83 38.48 281.8 51.65 36.00 10,842.00 7.83 38.48 281.8 51.65 36.00 I 10,843.00 7.83 38.48 281.8 51.66 36.00 10,844.00 7.83 38.48 281.8 51.66 36.00 10,845.00 7.83 38.48 281.8 51.66 36.00 10,846.00 7.83 38.48 281.9 51.66 36.00 I 10,847.00 7.83 38.48 281.9 51.66 36.00 10,848.00 7.83 38.48 281.9 51.66 36.00 10,849.00 7.83 38.48 281.9 51.66 36.00 I 10,850.00 7.83 38.49 281.9 51.66 36.00 10,851.00 7.83 38.49 281.9 51.66 36.00 10,852.00 7.83 38.49 282.0 51.66 36.00 1 10,853.00 7.83 38.49 282.0 51.67 36.00 I 10,854.00 7.83 38.49 282.0 51.67 36.00 10,855.00 7.83 38.49 282.0 51.67 36.00 10,856.00 7.83 38.49 282.0 51.67 36.00 10,857.00 7.83 38.49 282.0 51.67 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 (614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 58 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width _. i (ft') (ft) (ft) 10,858.00 7.84 38.49 282.1 51.67 36.00 10,859.00 7.84 38.50 282.1 51.67 36.00 10,860.00 7.84 38.50 282.1 51.67 36.00 1 10,861.00 7.84 38.50 282.1 51.67 36.00 10,862.00 7.84 38.50 282.1 51.67 36.00 10,863.00 7.84 38.50 282.2 51.68 36.00 I 10,864.00 7.84 38.50 282.2 51.68 36.00 10,865.00 7.84 38.50 282.2 51.68 36.00 10,866.00' 7.84 38.50 282.2 51.68 36.00 10,867.00 7.84 38.50 282.2 51.68 36.00 10,868.00 7.84 38.51 282.2 51.68 36.00 10,869.00 7.84 38.51 282.3 51.68 36.00 10,870.00 7.84 38.51 282.3 51.68 36.00 10,871.00 7.84 38.51 282.3 51.68 36.00 I 10,872.00 7.84 38.51 282.3 51.68 36.00 10,873.00 7.84 38.51 282.3 51.69 36.00 10,874.00 7.84 38.51 282.3 51.69 • 36.00 10,875.00 7.84 38.51 282.4 51.69 36.00 10,876.00 7.84 38.51 282.4 51.69 36.00 10,877.00 7.84 38.52 282.4 51.69 36.00 10,878.00 7.85 38.52 282.4 51.69 36.00 I 10,879.00 7.85 38.52 282.4 51.69 36.00 10,880.00 7.85 38.52 282.5 51.69 36.00 • 10,881.00 7.85 38.52 282.5 51.69 36.00 I 10,882.00 7.85 38.52 282.5 51.69 36.00 10,883.00 7.85 38.52 282.5 51.69 36.00 10,884.00 7.85 38.52 282.5 51.70 36.00 10,885.00 7.85 38.52 282.5 51.70 36.00 10,886.00 7.85 38.53 282.6 51.70 36.00 10,887.00 7.85 38.53 282.6 51.70 36.00 10,888.00 7.85 38.53 282.6 51.70 36.00 1 10,889.00 7.85 38.53 282.6 51.70 36.00 10,890.00 7.85 38.53 282.6 51.70 36.00 -} 10,891.00 7.85 38.53 282.7 51.70 36.00 I 10,892.00 7.85 38.53 282.7 51.70 36.00 10,893.00 7.85 38.53 282.7 51.70 36.00 10,894.00 7.85 38.53 282.7 51.71 36.00 10,895.00 7.85 38.54 282.7 51.71 36.00 10,896.00 7.85 38.54 282.7 51.71 36.00 10,897.00 7.85 38.54 282.8 51.71 36.00 10,898.00 7.85 38.54 282.8 51.71 36.00 10,899.00 7.86 38.54 282.8 51.71 36.00 I 10,900.00 7.86 38.54 282.8 51.71 36.00 10,901.00 7.86 38.54 282.8 51.71 36.00 10,902.00 7.86 38.54 282.8 51.71 36.00 10,903.00 7.86 38.55 282.9 51.71 36.00 • 10,904.00 7.86 38.55 282.9 51.72 36.00 10,905.00 7.86 38.55 282.9 51.72 36.00 10,906.00 7.86 38.55 282.9 51.72 36.00 10,907.00 7.86 38.55 282.9 51.72 36.00 10,908.00 7.86 38.55 283.0 51.72 36.00 10,909.00 7.86 38.55 283.0 51.72 36.00 I 10,910.00 7.86 38.55 283.0 51.72 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa - basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 59 of 86 I II Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width -T (ft') (ft) (ft) I 10,911.00 7.86 38.55 283.0 51.72 36.00 10,912.00 7.86 38.56 283.0 51.72 36.00 10,913.00 7.86 38.56 283.0 51.72 36.00 I 10,914.00 7.86 38.56 283.1 51.73 36.00 10,915.00 7.86 38.56 283.1 51.73 36.00 10,916.00 7.86 38.56 283.1 51.73 36.00 10,917.00 7.86 38.56 283.1 51.73 36.00 I 10,918.00 7.86 38.56 283.1 51.73 36.00 10,919.00 7.87 38.56 283.1 51.73 36.00 10,920.00 7.87 38.56 283.2 51.73 36.00 I 10,921.00 7.87 38.57 283.2 51.73 36.00 10,922.00 7.87 38.57 283.2 51.73 36.00 10,923.00 7.87 38.57 283.2 51.73 36.00 I 10,924.00 7.87 38.57 283.2 51.74 36.00 10,925.00 7.87 38.57 283.3 51.74 36.00 • 10,926.00 7.87 38.57 283.3 51.74 36.00 J 10,927.00 7.87 38.57 283.3 51.74 36.00 10,928.00 7.87 38.57 283.3 51.74 36.00 10,929.00 7.87 38.57 283.3 51.74 36.00 10,930.00 7.87 38.58 283.3 51.74 36.00 10,931.00. 7.87 38.58 283.4 51.74 36.00 I 10,932.00 7.87 38.58 283.4 51.74 36.00 10,933.00 7.87 38.58 283.4 51.74 36.00 10,934.00 7.87 38.58 283.4 51.75 36.00 I 10,935.00 7.87 38.58 283.4 51.75 36.00 10,936.00 7.87 38.58 283.4 51.75 36.00 10,937.00 7.87 38.58 283.5 51.75 36.00 10,938.00 7.87 38.58 283.5 51.75 36.00 I 10,939.00 7.88 38.59 283.5 51.75 36.00 10,940.00 7.88 38.59 283.5 51.75 36.00 10,941.00 7.88 38.59 283.5 51.75 36.00 I 10,942.00 7.88 38.59 283.6 51.75 36.00 10,943.00 7.88 38.59 283.6 51.75 36.00 10,944.00 7.88 38.59 283.6 51.75 36.00 10,945.00 7.88 38.59 283.6 51.76 36.00 I 10,946.00 7.88 38.59 283.6 51.76 36.00 10,947.00 7.88 38.59 283.6 51.76 36.00 10,948.00 7.88 38.60 283.7 51.76 36.00 I 10,949.00 7.88 38.60 283.7 51.76 36.00 10,950.00 7.88 38.60 283.7 51.76 36.00 10,951.00 7.88 38.60 283.7 51.76 36.00 10,952.00 7.88 38.60 283.7 51.76 36.00 I • 10,953.00 7.88 38.60 283.7 51.76 36.00 10,954.00 7.88 38.60 283.8 51.76 36.00 10,955.00 7.88 38.60 283.8 51.77 36.00 I 10,956.00 7.88 38.60 283.8 51.77 36.00 10,957.00 7.88 38.61 283.8 51.77 36.00 10,958.00 7.88 38.61 283.8 51.77 36.00 10,959.00 7.88 38.61 283.9 51.77 36.00 I 10,960.00 7.89 38.61 283.9 51.77 36.00 10,961.00 7.89 38.61 283.9 51.77 36.00 +j 10,962.00 7.89 38.61 283.9 51.77 36.00 I 10,963.00 7.89 38.61 283.9 51.77 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa - basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11 :53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 60 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fUs) Area Perimeter Width _.3 (ft (ft) (ft) I 10,964.00 7.89 38.61 283.9 51.77 36.00 10,965.00 7.89 38.61 284.0 51.78 36.00 10,966.00 7.89 38.62 284.0 51.78 36.00 I 10,967.00 7.89 38.62 284.0 51.78 36.00 10,968.00 7.89 38.62 284.0 51.78 36.00 10,969.00 7.89 38.62 284.0 51.78 36.00 10,970.00 7.89 38.62 284.1 51.78 36.00 10,971.00 7.89 38.62 284.1 51.78 36.00 10,972.00 7.89 38.62 284.1 51.78 36.00 10,973.00 7.89 38.62 284.1 51.78 36.00 I 10,974.00 7.89 38.62 284.1 51.78 36.00 10,975.00 7.89 38.63 284.1 51.79 36.00 10,976.00 7.89 38.63 284.2 51.79 36.00 10,977.00 7.89 38.63 284.2 51.79 36.00 I 10,978.00 7.89 38.63 284.2 51.79 36.00 10,979.00 7.89 38.63 284.2 51.79 36.00 10,980.00 7.90 38.63 284.2 51.79 36.00 1 10,981.00 7.90 38.63 284.2 51.79 36.00 10,982.00 7.90 38.63 284.3 51.79 36.00 10,983.00 7.90 38.63 284.3 51.79 36.00 10,984.00 7.90 38.64 284.3 51.79 36.00 I 10,985.00 7.90 38.64 284.3 51.80 36.00 10,986.00 7.90 38.64 284.3 51.80 36.00 10,987.00 7.90 38.64 284.4 51.80 36.00 I 10,988.00 7.90 38.64 284.4 51.80 36.00 10,989.00 7.90 38.64 284.4 51.80 36.00 10,990.00 7.90 38.64 284.4 51.80 36.00 10,991.00 7.90 38.64 284.4 51.80 36.00 I 10,992.00 7.90 38.64 284.4 51.80 36.00 10,993.00 7.90 38.65 284.5 51.80 36.00 10,994.00 7.90 38.65 284.5 51.80 36.00 I 10,995.00 7.90 38.65 284.5 51.81 36.00 10,996.00 7.90 38.65 284.5 51.81 36.00 1 10,997.00 7.90 38.65 284.5 51.81 36.00 10,998.00 7.90 38.65 284.5 51.81 36.00 I 10,999.00 7.90 38.65 284.6 51.81 36.00 11,000.00 7.91 38.65 284.6 51.81 36.00 11,001.00 7.91 38.65 284.6 51.81 36.00 I 11,002.00 7.91 38.66 284.6 51.81 36.00 11,003.00 7.91 38.66 284.6 51.81 36.00 11,004.00 7.91 38.66 284.7 51.81 36.00 11,005.00 7.91 38.66 284.7 51.81 36.00 I 11,006.00 7.91 38.66 284.7 51.82 36.00 11,007.00 7.91 38.66 284.7 51.82 36.00 11,008.00 7.91 38.66 284.7 51.82 36.00 I 11,009.00 7.91 38.66 284.7 51.82 36.00 11,010.00 7.91 38.66 284.8 51.82 36.00 11,011.00 7.91 38.67 284.8 51.82 36.00 11,012.00 7.91 38.67 284.8 51.82 36.00 I 11,013.00 7.91 38.67 284.8 51.82 36.00 11 ,014.00 7.91 38.67 284.8 51.82 36.00 11,015.00 7.91 38.67 284.8 51.82 36.00 I 11,016.00 7.91 38.67 284.9 51.83 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa- basin\dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 61 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,017.00 7.91 38.67 284.9 51.83 36.00 11,018.00 7.91 38.67 284.9 51.83 36.00 11,019.00 7.91 38.67 284.9 51.83 36.00 I 11,020.00 7.91 38.68 284.9 51.83 36.00 11,021.00 7.92 38.68 285.0 51.83 36.00 11,022.00 7.92 38.68 285.0 51.83 36.00 I 11 ,023.00 7.92 38.68 285.0 51.83 36.00 11,024.00 7.92 38.68 285.0 51.83 36.00 11,025.00 7.92 38.68 285.0 51.83 36.00 11,026.00 7.92 38.68 285.0 51.84 36.00 I 11,027.00 7.92 38.68 285.1 51.84 36.00 11,028.00 7.92 38.68 285.1 51.84 36.00 11,029.00 7.92 38.69 285.1 51.84 36.00 I 11,030.00 7.92 38.69 285.1 51.84 36.00 11,031.00 7.92 38.69 285.1 51.84 36.00 11,032.00 7.92 38.69 285.1 51.84 36.00 1 11,033.00 7.92 38.69 285.2 51.84 36.00 1 11,034.00 7.92 38.69 285.2 51.84 36.00 11,035.00 7.92 38.69 285.2 51.84 36.00 11,036.00 7.92 38.69 285.2 51.85 36.00 11,037.00 7.92 38.69 285.2 51.85 36.00 I 11,038.00 7.92 38.70 285.3 51.85 36.00 11,039.00 7.92 38.70 285.3 51.85 36.00 11,040.00 7.92 38.70 285.3 51.85 36.00 I 11,041.00 7.93 38.70 285.3 51.85 36.00 11,042.00 7.93 38.70 285.3 51.85 36.00 11 ,043.00 7.93 38.70 285.3 51.85 36.00 11,044.00 7.93 38.70 285.4 51.85 36.00 I 11,045.00 7.93 38.70 285.4 51.85 36.00 11,046.00 7.93 38.70 285.4 51.86 36.00 11,047.00 7.93 38.71 285.4 51.86 36.00 I 11,048.00 7.93 38.71 285.4 51.86 36.00 11,049.00 7.93 38.71 285.4 51.86 36.00 I] 11,050.00 7.93 38.71 285.5 51.86 36.00 11,051.00 7.93 38.71 285.5 51.86 36.00 I 11,052.00 7.93 38.71 285.5 51.86 36.00 11,053.00 7.93 38.71 285.5 51.86 36.00 11,054.00 7.93 38.71 285.5 51.86 36.00 I 11,055.00 7.93 38.71 285.6 51.86 36.00 11,056.00 7.93 38.72 285.6 51.87 36.00 11,057.00 7.93 38.72 285.6 51.87 36.00 11,058.00 7.93 38.72 285.6 51.87 36.00 I 11,059.00 7.93 38.72 285.6 51.87 36.00 11,060.00 7.93 38.72 285.6 51.87 36.00 11,061.00 7.93 38.72 285.7 51.87 36.00 I 11,062.00 7.94 38.72 285.7 51.87 36.00 11,063.00 7.94 38.72 285.7 51.87 36.00 11,064.00 7.94 38.72 285.7 51.87 36.00 11,065.00 7.94 38.73 285.7 51.87 36.00 I 11,066.00 7.94 38.73 285.7 51.87 36.00 11,067.00 7.94 38.73 285.8 51.88 36.00 J 11,068.00 7.94 38.73 285.8 51.88 36.00 I 11,069.00 7.94 38.73 285.8 51.88 36.00 Project Engineer: Boyle Engineering y: \... \jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 62 of 86 i Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,070.00 7.94 38.73 285.8 51.88 36.00 11,071.00 7.94 38.73 285.8 51.88 36.00 11,072.00 7.94 38.73 285.9 51.88 36.00 I 11,073.00 7.94 38.73 285.9 51.88 36.00 11,074.00 7.94 38.74 285.9 51.88 36.00 11,075.00 7.94 38.74 285.9 51.88 36.00 I 11,076.00 7.94 38.74 285.9 51.88 36.00 11,077.00 7.94 38.74 285.9 51.89 36.00 11,078.00 7.94 38.74 286.0 51.89 36.00 11,079.00 7.94 38.74 286.0 51.89 36.00 ', 11,080.00 7.94 38.74 286.0 51.89 36.00 11,081.00 7.94 38.74 286.0 51.89 36.00 11,082.00 7.95 38.74 286.0 51.89 36.00 I 11,083.00 7.95 38.75 286.0 51.89 36.00 11,084.00 7.95 38.75 286.1 51.89 36.00 11,085.00 7.95 38.75 286.1 51.89 36.00 11,086.00 7.95 38.75 286.1 51.89 .36.00 1 11 ,087.00 7:95 38.75 286.1 51.90 36.00 11,088.00 7.95 38.75 286.1 51.90 36.00 11,089.00 7.95 38.75 286.2 51.90 36.00 I 11,090.00 7.95 38.75 286.2 51.90 36.00 11,091.00 7.95 38.75 286.2 51.90 36.00 11,092.00 7.95 38.76 286.2 51.90 36.00 11,093.00 7.95 38.76 286.2 51.90 36.00 I 11,094.00 7.95 38.76 286.2 51.90 36.00 11,095.00 7.95 38.76 286.3 51.90 36.00 11,096.00 7.95 38.76 286.3 51.90 36.00 11,097.00 7.95 38.76 286.3 51.91 36.00 I 11,098.00 7.95 38.76 286.3 51.91 36.00 11,099.00 7.95 38.76 286.3 51.91 36.00 11,100.00 7.95 38.76 286.3 51.91 36.00 I 11,101.00 7.95 38.77 286.4 51.91 36.00 11,102.00 7.96 38.77 286.4 51.91 36.00 1 11,103.00 7.96 38.77 286.4 51.91 36.00 I 11,104.00 7.96 38.77 286.4 51.91 36.00 11,105.00 7.96 38.77 286.4 51.91 36.00 11,106.00 7.96 38.77 286.5 51.91 36.00 11,107.00 7.96 38.77 286.5 51.92 36.00 I 11,108.00 7.96 38.77 286.5 51.92 36.00 11,109.00 7.96 38.77 286.5 51.92 36.00 11,110.00 7.96 38.78 286.5 51.92 36.00 11,111.00 7.96 38.78 286.5 51.92 36.00 I 11,112.00 7.96 38.78 286.6 51.92 36.00 11,113.00 7.96 38.78 286.6 51.92 36.00 11,114.00 7.96 38.78 286.6 51.92 36.00 I 11,115.00 7.96 38.78 286.6 51.92 36.00 11,116.00 7.96 38.78 286.6 51.92 36.00 11,117.00 7.96 38.78 286.6 51.92 36.00 11,118.00 7.96 38.78 286.7 51.93 36.00 I 11,119.00 7.96 38.79 286.7 51.93 36.00 11,120.00 7.96 38.79 286.7 51.93 36.00 .j 11,121.00 7.96 38.79 286.7 51.93 36.00 I 11,122.00 7.96 38.79 286.7 51.93 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn_mainline run4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 10:11:53 AM @ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 63 of 86 : 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,123.00 7.97 38.79 286.8 51.93 36.00 11,124.00 7.97 38.79 286.8 51.93 36.00 11,125.00 7.97 38.79 286.8 51.93 36.00 I 11,126.00 7.97 38.79 286.8 51.93 36.00 11,127.00 7.97 38.79 286.8 51.93 36.00 11,128.00 7.97 38.80 286.8 51.94 36.00 I 11,129.00 7.97 38.80 286.9. 51.94 36.00 11,130.00 7.97 38.80 286.9 51.94 36.00 11,131.00 7.97 38.80 286.9 51.94 36.00 11,132.00 7.97 38.80 286.9 51.94 36.00 I 11,133.00 7.97 38.80 286.9 51.94 36.00 11,134.00 7.97 38.80 286.9 51.94 36.00 11,135.00 7.97 38.80 287.0 51.94 36.00 I 11,136.00 7.97 38.80 287.0 51.94 36.00 11,137.00 7.97 38.80 287.0 51.94 36.00 11,138.00 7.97 38.81 287.0 51.95 36.00 11,139.00 7.97 38.81 287.0 51.95 36.00 11,140.00 7.97 38.81 287.1 51.95 36.00 11,141.00 7.97 38.81 287.1 51.95 36.00 11,142.00 7.97 38.81 287.1 51.95 36.00 I 11,143.00 7.98 38.81 287.1 51.95 36.00 11,144.00 7.98 38.81 287.1 51.95 36.00 11,145.00 7.98 38.81 287.1 51.95 36.00 11,146.00 7.98 38.81 287.2 51.95 36.00 I 11,147.00 7.98 38.82 287.2 51.95 36.00 11,148.00 7.98 38.82 287.2 51.96 36.00 11,149.00 7.98 38.82 287.2 51.96 36.00 11,150.00 7.98 38.82 287.2 51.96 36.00 I 11,151.00 7.98 38.82 287.2 51.96 36.00 11,152.00 7.98 38.82 287.3 51.96 36.00 11,153.00 7.98 38.82 287.3 51.96 36.00 I 11,154.00 11,155.00 7.98 38.82 287.3 51.96 36.00 7.98 38.82 287.3 51.96 36.00 11,156.00 7.98 38.83 287.3 51.96 36.00 11,157.00 7.98 38.83 287.4 51.96 36.00 I 11,158.00 7.98 38.83 287.4 51.96 36.00 11,159.00 7.98 38.83 287.4 51.97 36.00 11,160.00 7.98 38.83 287.4 51.97 36.00 I 11,161.00 7.98 38.83 287.4 51.97 36.00 11,162.00 7.98 38.83 287.4 51.97 36.00 11,163.00 7.98 38.83 287.5 51.97 36.00 11,164.00 7.99 38.83 287.5 51.97 36.00 I 11,165.00 7.99 38.84 287.5 51.97 36.00 11,166.00 7.99 38.84 287.5 51.97 36.00 11,167.00 7.99 38.84 287.5 51.97 36.00 I 11,168.00 7.99 38.84 287.5 51.97 36.00 11,169.00 7.99 38.84 287.6 51.98 36.00 11,170.00 7.99 38.84 287.6 51.98 36.00 11,171.00 7.99 38.84 287.6 51.98 36.00 I 11,172.00 7.99 38.84 287.6 51.98 36.00 11,173.00 7.99 38.84 287.6 51.98 36.00 .J 11,174.00 7.99 38.85 287.7 51.98 36.00 1 11,175.00 7.99 38.85 287.7 51.98 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa - basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 64 of 86 1 . t Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel 1 Discharge Depth Velocity Flow Wetted Top j (cfs) (ft) (fUs) Area Perimeter Width (ft (ft) (ft) I 11,176.00 7.99 38.85 287.7 51.98 36.00 11,177.00 7.99 38.85 287.7 51.98 36.00 11,178.00 7.99 38.85 287.7 51.98 36.00 I 11,179.00 7.99 38.85 287.7 51.99 36.00 11,180.00 7.99 38.85 287.8 51.99 36.00 11,181.00 7.99 38.85 287.8 51.99 36.00 I 11,182.00 7.99 38.85 287.8 51.99 36.00 11,183.00 7.99 38.86 287.8 51.99 36.00 11,184.00 8.00 38.86 287.8 51.99 36.00 11,185.00 8.00 38.86 287.8 51.99 36.00 I 11,186.00 8.00 38.86 287.9 51.99 36.00 11,187.00 8.00 38.86 287.9 51.99 36.00 11,188.00 8.0.0 38.86 287.9 51.99 36.00 I 11,189.00 8.00 38.86 287.9 52.00 36.00 11,190.00 8.00 38.86 287.9 52.00 36.00 11,191.00 8.00 38.86 288.0 52.00 36.00 1 11,192.00 8.00 38.87 288.0 52.00 36.00 11,193.00 8.00 38.87 288.0 52.00 36.00 11,194.00 8.00 38.87 288.0 52.00 36.00 11,195.00 8.00 38.87 288.0 52.00 36.00 I 11 ,196.00 8.00 38.87 288.0 52.00 36.00 11,197.00 8.00 38.87 288.1 52.00 36.00 11,198.00 8.00 38.87 288.1 52.00 36.00 11,199.00 8.00 38.87 288.1 52.01 36.00 I 11,200.00 8.00 38.87 288.1 52.01 36.00 11,201.00 8.00 38.88 288.1 52.01 36.00 11,202.00 8.00 38.88 288.1 52.01 36.00 11,203.00 8.00 38.88 288.2 52.01 36.00 U 11,204.00 8.00 38.88 288.2 52.01 36.00 11,205.00 8.01 38.88 288.2 52.01 36.00 11,206.00 8.01 38.88 288.2 52.01 36.00 U 11,207.00 8.01 38.88 288.2 52.01 36.00 11,208.00 8.01 38.88 288.2 52.01 36.00 1 11,209.00 8.01 38.88 288.3 52.01 36.00 J 11,210.00 8.01 38.89 288.3 52.02 36.00 I 11,211.00 8.01 38.89 288.3 52.02 36.00 11,212.00 8.01 38.89 288.3 52.02 36.00 11,213.00 8.01 38.89 288.3 52.02 36.00 I 11,214.00 8.01 38.89 288.4 52.02 36.00 11,215.00 8.01 38.89 288.4 52.02 36.00 11,216.00 8.01 38.89 288.4 52.02 36.00 11,217.00 8.01 38.89 288.4 52.02 36.00 I 11,218.00 8.01 38.89 288.4 52.02 36.00 11,219.00 8.01 38.89 288.4 52.02 36.00 11 ,220.00 8.01 38.90 288.5 52.03 36.00 I 11,221.00 8.01 38.90 288.5 52.03 36.00 11,222.00 8.01 38.90 288.5 52.03 36.00 11,223.00 8.01 38.90 288.5 52.03 36.00 11,224.00 8.01 38.90 288.5 52.03 36.00 I 11,225.00 8.02 38.90 288.5 52.03 36.00 11,226.00 8.02 38.90 288.6 52.03 36.00 j 11,227.00 8.02 38.90 288.6 52.03 36.00 I 11,228.00 8.02 38.90 288.6 52.03 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa- basin\dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 65 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted . Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,229.00 8.02 38.91 288.6 52.03 36.00 11,230.00 8.02 38.91 288.6 52.04 36.00 11,231.00 8.02 38.91 288.7 52.04 36.00 I 11,232.00 8.02 38.91 288.7 52.04 36.00 11,233.00 8.02 38.91 288.7 52.04 36.00 11,234.00 8.02 38.91 288.7 52.04 36.00 I 11,235.00 8.02 38.91 288.7 52:04 36.00 11,236.00 8.02 38.91 288.7 52.04 36.00 11,237.00 8.02 38.91 288.8 52.04 36.00 11,238.00 8.02 38.92 288.8 52.04 36.00 I 11,239.00 8.02 38.92 288.8 52.04 36.00 11,240.00 8.02 38.92 288.8 52.05 36.00 11,241.00 8.02 38.92 288.8 52.05 36.00 I 11,242.00 8.02 38.92 288.8 52.05 36.00 11,243.00 8.02 38.92 288.9 52.05 36.00 11,244.00 8.02 38.92 288.9 52.05 36.00 11 11,245.00 8.03 38.92 288.9 52.05 36.00 1 11,246.00 8.03 38.92 288.9 52.05 36.00 11,247.00 8.03 38.93 288.9 52.05 36.00 11,248.00 8.03 38.93 289.0 52.05 36.00 I 11,249.00 8.03 38.93 289.0 52.05 36.00 11,250.00 8.03 38.93 289.0 52.05 36.00 11,251.00 8.03 38.93 289.0 52.06 36.00 11,252.00 8.03 38.93 289.0 52.06 36.00 I 11,253.00 8.03 38.93 289.0 52.06 36.00 11,254.00 8.03 38.93 289.1 52.06 36.00 11,255.00 8.03 38.93 289.1 52.06 36.00 I 11,256.00 8.03 38.94 289.1 52.06 36.00 11,257.00 8.03 38.94 289.1 52.06 36.00 11,258.00 8.03 38.94 289.1 52.06 36.00 11,259.00 8.03 38.94 289.1 52.06 36.00 I 11,260.00 8.03 38.94 289.2 52.06 36.00 11,261.00 8.03 38.94 289.2 52.07 36.00 11,262.00 8.03 38.94 289.2 52.07 36.00 I 11,263.00 8.03 38.94 289.2 52.07 36.00 11,264.00 8.03 38.94 289.2 52.07 36.00 11,265.00 8.03 38.95 289.3 52.07 36.00 11,266.00 8.04 38.95 289.3 52.07 36.00 I 11,267.00 8.04 38.95 289.3 52.07 36.00 11,268.00 8.04 38.95 289.3 52.07 36.00 11,269.00 8.04 38.95 289.3 52.07 36.00 I " 11,270.00 8.04 38.95 289.3 52.07 36.00 11,271.00 8.04 38.95 289.4 52.08 36.00 11,272.00 8.04 38.95 289.4 52.08 36.00 11,273.00 8.04 38.95 289.4 52.08 36.00 I 11,274.00 8.04 38.96 289.4 52.08 36.00 11,275.00 8.04 38.96 289.4 52.08 36.00 11,276.00 8.04 38.96 289.4 52.08 36.00 I 11,277.00 8.04 38.96 289.5 52.08 36.00 11,278.00 8.04 38.96 289.5 52.08 36.00 11,279.00 8.04 38.96 289.5 52.08 36.00 11,280.00 8.04 38.96 289.5 52.08 36.00 I 11,281.00 8.04 38.96 289.5 52.09 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n) I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 66 of 86 ■ 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel i _ ' Discharge Depth Velocity Flow Wetted Top ^! (cfs) (ft) (ft/s) Area Perimeter Width , (ft2) (ft) (ft) I 11,282.00 8.04 38.96 289.6 52.09 36.00 11,283.00 8.04 38.96 289.6 52.09 36.00 11,284.00 8.04 38.97 289.6 52.09 36.00 I 11,285.00 8.04 38.97 289.6 52.09 36.00 11,286.00 8.05 38.97 289.6 52.09 36.00 11,287.00 8.05 38.97 289.6 52.09 36.00 I 11,288.00 8.05 38.97 289.7 52.09 36.00 11,289.00 8.05 38.97 289.7 52.09 36.00 11,290.00 8.05 38.97 289.7 52.09 36.00 11,291.00 8.05 38.97 289.7 52.09 36.00 I 11,292.00 8.05 38.97 289.7 52.10 36.00 11,293.00 8.05 38.98 289.7 52.10 36.00 11,294.00 8.05 38.98 289.8 52.10 36.00 ' 11,295.00 8.05 38.98 289.8 52.10 36.00 11,296.00 8.05 38.98 289.8 52.10 36.00 • 11,297.00 8.05 38.98 289.8 52.10 36.00 11,298.00 8.05 38.98 289.8 52.10 36.00 1 11,299.00 8.05 38.98 289.8 52.10 36.00 11,300.00 8.05 38.98 289.9 52.10 36.00 11,301.00 8.05 38.98 289.9 52.10 36.00 11,302.00 8.05 38.99 289.9 52.11 36.00 I 11,303.00 8.05 38.99 289.9 52.11 36.00 11,304.00 8.05 38.99 289.9 52.11 36.00 11,305.00 8.05 38.99 290.0 52.11 36.00 I 11,306.00 8.05 38.99 290.0 52.11 36.00 11,307.00 8.06 38.99 290.0 52.11 36.00 11,308.00 8.06 38.99 290.0 52.11 36.00 11,309.00 8.06 38.99 290.0 52.11 36.00 I 11,310.00 8.06 38.99 290.0 52.11 36.00 11,311.00 8.06 39.00 290.1 52.11 36.00 11,312.00 8.06 39.00 290.1 52.12 36.00 I 11,313.00 8.06 39.00 290.1 52.12 36.00 11,314.00 8.06 39.00 290.1 52.12 36.00 1 11,315.00 8.06 39.00 290.1 52.12 36.00 11,316.00 8.06 39.00 290.1 52.12 36.00 I 11,317.00 8.06 39.00 290.2 52.12 36.00 11,318.00 8.06 39.00 290.2 52.12 36.00 11,319.00 8.06 39.00 290.2 52.12 36.00 I 11,320.00 8.06 39.01 290.2 52.12 36.00 11,321.00 8.06 39.01 290.2 52.12 36.00 11,322.00 8.06 39.01 290.3 52.13 36.00 11,323.00 8.06 39.01 290.3 52.13 36.00 I 11,324.00 8.06 39.01 290.3 52.13 36.00 11,325.00 8.06 39.01 290.3 52.13 36.00 11,326.00 8.06 39.01 290.3 52.13 36.00 ' 11,327.00 8.07 39.01 290.3 52.13 36.00 11,328.00 8.07 39.01 290.4 52.13 36.00 11,329.00 8.07 39.01 290.4 52.13 36.00 I 11,330.00 8.07 39.02 290.4 52.13 36.00 11,331.00 8.07 39.02 290.4 52.13 36.00 11,332.00 8.07 39.02 290.4 52.13 36.00 i 11,333.00 8.07 39.02 290.4 52.14 36.00 I 11,334.00 8.07 39.02 290.5 52.14 36.00 Project Engineer: Boyle Engineering Engineering FlowMaster v6.1 (614n] y: \... \jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle 9 g Page 67 of 86 05/28/03 10:11:53 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel ' Discharge Depth Velocity Flow Wetted Top i (cfs) (ft) (ft/s) Area Perimeter Width "' (ft (ft) (ft) I 11,335.00 8.07 39.02 290.5 52.14 36.00 11,336.00 8.07 39.02 290.5 52.14 36.00 11,337.00 8.07 39.02 290.5 52.14 36.00 I 11,338.00 8.07 39.02 290.5 52.14 36.00 11,339.00 8.07 39.03 290.6 52.14 36.00 11,340.00 8.07 39.03 290.6 52.14 36.00 11,341.00 8.07 39.03 290.6 52.14 36.00 I 11,342.00 8.07 39.03 290.6 52.14 36.00 11,343.00 8.07 39.03 290.6 52.15 36.00 11,344.00 8.07 39.03 290.6 52.15 36.00 I 11,345.00 8.07 39.03 290.7 52.15 36.00 11,346.00 8.07 39.03 290.7 52.15 36.00 11,347.00 8.07 39.03 290.7 52.15 36.00 11,348.00 8.08 39.04 290.7 52.15 36.00 I 11,349.00 8.08 39.04 290.7 52.15 36.00 11,350.00 8.08 39.04 290.7 52.15 36.00 11,351.00 8.08 39.04 290.8 52.15 36.00 11,352.00 8.08 39.04 290.8 52.15 36.00 11,353.00 8.08 39.04 290.8 52.16 36.00 11,354.00 8.08 39.04 290.8 52.16 36.00 11,355.00 8.08 39.04 290.8 52.16 36.00 I 11,356.00 8.08 39.04 290.8 52.16 36.00 11,357.00 8.08 39.05 290.9 52.16 36.00 11,358.00 8.08 39.05 290.9 52.16 36.00 I 11,359.00 8.08 39.05 290.9 52.16 36.00 11,360.00 8.08 39.05 290.9 52.16 36.00 11,361.00 8.08 39.05 290.9 52.16 36.00 11,362.00 8.08 39.05 291.0 52.16 36.00 I 11,363.00 8.08 39.05 291.0 52.17 36.00 11,364.00 8.08 39.05 291.0 52.17 36.00 11,365.00 8.08 39.05 291.0 52.17 36.00 I 11,366.00 8.08 39.06 291.0 52.17 36.00 11,367.00 8.08 39.06 291.0 52.17 36.00 11,368.00 8.09 39.06 291.1 52.17 36.00 11,369.00 8.09 39.06 291.1 52.17 36.00 I 11,370.00 8.09 39.06 291.1 52.17 36.00 11,371.00 8.09 39.06 291.1 52.17 36.00 11,372.00 8.09 39.06 291.1 52.17 36.00 I 11,373.00 8.09 39.06 291.1 52.17 36.00 11,374.00 8.09 39.06 291.2 52.18 36.00 11,375.00 8.09 39.06 291.2 52.18 36.00 11,376.00 8.09 39.07 291.2 52.18 36.00 I 11,377.00 8.09 39.07 291.2 52.18 36.00 11,378.00 8.09 39.07 291.2 52.18 36.00 11,379.00 8.09 39.07 291.3 52.18 36.00 I 11,380.00 8.09 39.07 291.3 52.18 36.00 11,381.00 8.09 39.07 291.3 52.18 36.00 11,382.00 8.09 39.07 291.3 52.18 36.00 11,383.00 8.09 39.07 291.3 52.18 36.00 I 11,384.00 8.09 39.07 291.3 52.19 36.00 11,385.00 8.09 39.08 291.4 52.19 36.00 11,386.00 8.09 39.08 291.4 52.19 36.00 I 11,387.00 8.09 39.08 291.4 52.19 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 68 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top J (cfs) (ft) (ft/s) Area Perimeter idt (ft (ft) (ft) I 11,388.00 8.09 39.08 291.4 52.19 36.00 11,389.00 8.10 39.08 291.4 52.19 36.00 11,390.00 8.10 39.08 291.4 52.19 36.00 I 11,391.00 8.10 39.08 291.5 52.19 36.00 11,392.00 8.10 39.08 291.5 52.19 36.00 11,393.00 8.10 39.08 291.5 52.19 36.00 I 11,394.00 8.10 39.09 291.5 52.20 36.00 11,395.00 8.10 39.09 291.5 52.20 36.00 11,396.00 8.10 39.09 291.6 52.20 36.00 11,397.00 8.10 39.09 291.6 52.20 36.00 I 11,398.00 8.10 39.09 291.6 52.20 36.00 11,399.00 8.10 39.09 291.6 52.20 36.00 11,400.00 8.10 39.09 291.6 52.20 36.00 11,401.00 8.10 39.09 291.6 52.20 36.00 11,402.00 8.10 39.09 291.7 52.20 36.00 11,403.00 8.10 39.10 291.7 52.20 36.00 i 11 ,404.00 8.10 39.10 291.7 52.21 36.00 11,405.00 8.10 39.10 291.7 52.21 36.00 11,406.00 8.10 39.10 291.7 52.21 36.00 11,407.00 8.10 39.10 291.7 52.21 36.00 11,408.00 8.10 39.10 291.8 52.21 36.00 11,409.00 8.10 39.10 291.8 52.21 36.00 11,410.00 8.11 39.10 291.8 52.21 36.00 11,411.00 8.11 39.10 291.8 52.21 36.00 ' 11,412.00 8.11 39.10 291.8 52.21 36.00 11,413.00 8.11 39.11 291.8 52.21 36.00 11,414.00 8.11 39.11 291.9 52.21 36.00 i 11,415.00 8.11 39.11 291.9 52.22 36.00 11,416.00 8.11 39.11 291.9 52.22 36.00 11,417.00 8.11 39.11 291.9 52.22 36.00 11,418.00 8.11 39.11 291.9 52.22 36.00 t 11,419.00 8.11 39.11 292.0 52.22 36.00 11,420.00 8.11 39.11 292.0 52.22 36.00 11,421.00 8.11 39.11 292.0 52.22 36.00 11,422.00 8.11 39.12 292.0 52.22 36.00 I 11,423.00 8.11 39.12 292.0 52.22 36.00 11,424.00 8.11 39.12 292.0 52.22 36.00 11,425.00 8.11 39.12 292.1 52.23 36.00 I 11,426.00 8.11 39.12 292.1 52.23 36.00 11,427.00 8.11 39.12 292.1 52.23 36.00 11,428.00 8.11 39.12 292.1 52.23 36.00 11,429.00 8.11 39.12 292.1 52.23 36.00 I 11,430.00 8.12 39.12 292.1 52.23 36.00 11,431.00 8.12 39.13 292.2 52.23 36.00 11 ,432.00 8.12 39.13 292.2 52.23 36.00 ' 11,433.00 8.12 39.13 292.2 52.23 36.00 11,434.00 8.12 39.13 292.2 52.23 36.00 11,435.00 8.12 39.13 292.2 52.24 36.00 11,436.00 8.12 39.13 292.3 52.24 36.00 I 11,437.00 8.12 39.13 292.3 52.24 36.00 11,438.00 8.12 39.13 292.3 52.24 36.00 -11 11,439.00 8.12 39.13 292.3 52.24 36.00 I 11,440.00 8.12 39.13 292.3 52.24 36.00 Project Engineer. Boyle Engineering y:\...\ jurupa basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 69 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,441.00 8.12 39.14 292.3 52.24 36.00 11,442.00 8.12 39.14 292.4 52.24 36.00 11,443.00 8.12 39.14 292.4 52.24 36.00 I 11,444.00 8.12 39.14 292.4 52.24 36.00 11,445.00 8.12 39.14 292.4 52.24 36.00 11,446.00 8.12 39.14 292.4 52.25 36.00 I 11,447.00 8.12 39.14 292.4 52.25 36.00 11,448.00 8.12 39.14 292.5 52.25 36.00 11,449.00 8.12 39.14 292.5 52.25 36.00 11,450.00 8.12 39.15 292.5 52.25 36.00 I 11,451.00 8.13 39.15 292.5 52.25 36.00 11,452.00 8.13 39.15 292.5 52.25 36.00 11,453.00 8.13 39.15 292.5 52.25 36.00 I 11,454.00 8.13 39.15 292.6 52.25 36.00 11,455.00 8.13 39.15 292.6 52.25 36.00 11,456.00 8.13 39.15 292.6 52.26 36.00 11,457.00 8.13 39.15 292.6 52.26 36.00 1 11,458.00 8.13 39.15 292.6 52.26 36.00 11,459.00 8.13 39.16 292.7 52.26 36.00 11,460.00 8.13 39.16 292.7 52.26 36.00 I 11,461.00 8.13 39.16 292.7 52.26 36.00 11 ,462.00 8.13 39.16 292.7 52.26 36.00 11,463.00 8.13 39.16 292.7 52.26 36.00 11,464.00 8.13 39.16 292.7 52.26 36.00 I 11,465.00 8.13 39.16 292.8 52.26 36.00 11,466.00 8.13 39.16 292.8 52.27 36.00 11,467.00 8.13 39.16 292.8 52.27 36.00 11,468.00 8.13 39.17 292.8 52.27 36.00 I 11,469.00 8.13 39.17 292.8 52.27 36.00 11,470.00 8.13 39.17 292.8 52.27 36.00 11,471.00 8.14 39.17 292.9 52.27 36.00 11,472.00 8.14 39.17 292.9 52.27 36.00 II 11,473.00 8.14 39.17 292.9 52.27 36.00 ,7 11,474.00 8.14 39.17 292.9 52.27 36.00 11,475.00 8.14 39.17 292.9 52.27 36.00 I 11,476.00 8.14 39.17 293.0 52.28 36.00 11,477.00 8.14 39.17 293.0 52.28 36.00 11,478.00 8.14 39.18 293.0 52.28 36.00 I 11,479.00 8.14 39.18 293.0 52.28 36.00 11,480.00 8.14 39.18 293.0 52.28 36.00 11,481.00 8.14 39.18 293.0 52.28 36.00 11,482.00 8.14 39.18 293.1 52.28 36.00 I 11,483.00 8.14 39.18 293.1 52.28 36.00 11,484.00 8.14 39.18 293.1 52.28 36.00 11,485.00 8.14 39.18 293.1 52.28 36.00 I 11,486.00 8.14 39.18 293.1 52.28 36.00 11,487.00 8.14 39.19 293.1 52.29 36.00 11,488.00 8.14 39.19 293.2 52.29 36.00 11,489.00 8.14 39.19 293.2' 52.29 36.00 I 11,490.00 8.14 39.19 293.2 52.29 36.00 11,491.00 8.14 39.19 293.2 52.29 36.00 a 11,492.00 8.15 39.19 293.2 52.29 36.00 I 11,493.00 8.15 39.19 293.2 52.29 36.00 Project Engineer: Boyle Engineering y:\... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 70 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) i 11,494.00 8.15 39.19 293.3 52.29 36.00 11,495.00 8.15 39.19 293.3 52.29 36.00 11,496.00 8.15 39.20 293.3 52.29 36.00 I 11,497.00 8.15 39.20 293.3 52.30 36.00 11,498.00 8.15 39.20 293.3 52.30 36.00 11,499.00 8.15 39.20 293.4 52.30 36.00 I 11,500.00 8.15 39.20 293.4 52.30 36.00 11,501.00 8.15 39.20 293.4 52.30 36.00 11,502.00 8.15 39.20 293.4 52.30 36.00 11,503.00 8.15 39.20 293.4 52.30 36.00 I 11,504.00 8.15 39.20 293.4 52.30 36.00 11,505.00 8.15 39.20 293.5 52.30 36.00 11,506.00 8.15 39.21 293.5 52.30 36.00 I 11,507.00 8.15 39.21 293.5 52.31 36.00 11,508.00 8.15 39.21 293.5 52.31 36.00 11,509.00 8.15 39.21 293.5 52.31 36.00 1 11,510.00 8.15 39.21 293.5. 52.31 36.00 i 11,511.00 8.15 39.21 293.6 52.31 36.00 11,512.00 8.16 39.21 293.6 52.31 36.00 11,513.00 8.16 39.21 293.6 52.31 36.00 I 11,514.00 8.16 39.21 293.6 52.31 36.00 11,515.00 8.16 39.22 293.6 52.31 36.00 11,516.00 8.16 39.22 293.7 52.31 36.00 11,517.00 8.16 39.22 293.7 52.31 36.00 I 11,518.00 8.16 39.22 293.7 52.32 36.00 11,519.00 8.16 39.22 293.7 52.32 36.00 11,520.00 8.16 39.22 293.7 52.32 36.00 11,521.00 8.16 39.22 293.7 52.32 36.00 III 11,522.00 8.16 39.22 293.8 52.32 36.00 11,523.00 8.16 39.22 293.8 52.32 36.00 11,524.00 8.16 39.23 293.8 52.32 36.00 I 11 ,525.00 8.16 39.23 293.8 52.32 36.00 11,526.00 8.16 39.23 293.8 52.32 36.00 II 11,527.00 8.16 39.23 293.8 52.32 36.00 11,528.00 8.16 39.23 293.9 52.33 36.00 I 11,529.00 8.16 39.23 293.9 52.33 36.00 11,530.00 8.16 39.23 293.9 52.33 36.00 11,531.00 8.16 39.23 293.9 52.33 36.00 I 11,532.00 8.16 39.23 293.9 52.33 36.00 11,533.00 8.17 39.23 293.9 52.33 36.00 11,534.00 8.17 39.24 294.0 52.33 36.00 11,535.00 8.17 39.24 294.0 52.33 36.00 I 11,536.00 8.17 39.24 294.0 52.33 36.00 11,537.00 8.17 39.24 294.0 52.33 36.00 11,538.00 8.17 39.24 294.0 52.34 36.00 I 11,539.00 8.17 39.24 294.1 52.34 36.00 11,540.00 8.17 39.24 294.1 52.34 36.00 11,541.00 8.17 39.24 294.1 52.34 36.00 11,542.00 8.17 39.24 294.1 52.34 36.00 I 11,543.00 8.17 39.25 294.1 52.34 36.00 11,544.00 8.17 39.25 294.1 52.34 36.00 -:1 11,545.00 8.17 39.25 294.2 52.34 36.00 I 11,546.00 8.17 39.25 294.2 52.34 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline_sta47 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 .AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 71 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width = (ft (ft) (ft) I 11,547.00 8.17 39.25 294.2 52.34 36.00 11 ,548.00 8.17 39.25 294.2 52.35 36.00 11,549.00 8.17 39.25 294.2 52.35 36.00 I 11,550.00 8.17 39.25 294.2 52.35. 36.00 11 ,551.00 8.17 39.25 294.3 52.35 36.00 11,552.00 8.17 39.26 294.3 52.35 36.00 I 11,553.00 8.17 39.26 294.3 52.35 36.00 11,554.00 8.18 39.26 294.3 52.35 36.00 11,555.00 8.18 39.26 294.3 52.35 36.00 11,556.00 8.18 39.26 294.4 52.35 36.00 I 11,557.00 8.18 39.26 294.4 52.35 36.00 11,558.00 8.18 39.26 294.4 52.35 36.00 11 ,559.00 8.18 39.26 294.4 52.36 36.00 I 11,560.00 8.18 39.26 294.4 52.36 36.00 11,561.00 8.18 39.26 294.4 52.36 36.00 1 11,562.00 8.18 39.27 294.5 52.36 36.00 _.i 11,563.00 8.18 39.27 294.5 52.36 36.00 11,564.00 8.18 39.27 294.5 52.36 36.00 11,565.00 8.18 39.27 294.5 52.36 36.00 ' 11,566.00 8.18 39.27 294.5 52.36 36.00 I 11 ,567.00 8.18 39.27 294.5 52.36 36.00 11,568.00 8.18 39.27 294.6 52.36 36.00 11,569.00 8.18 39.27 294.6 52.37 36.00 11,570.00 8.18 39.27 294.6 52.37 36.00 I 11,571.00 8.18 39.28 294.6 52.37 36.00 11,572.00 8.18 39.28 294.6 52.37 36.00 11,573.00 8.18 39.28 294.6 52.37 36.00 I 11,574.00 8.19 39.28 294.7 52.37 36.00 11,575.00 8.19 39.28 294.7 52.37 36.00 11 ,576.00 8.19 39.28 294.7 52.37 36.00 11,577.00 8.19 39.28 294.7 52.37 36.00 I 11,578.00 8.19 39.28 294.7 52.37 36.00 11,579.00 8.19 39.28 294.8 52.38 36.00 11,580.00 8.19 39.28 294.8 52.38 36.00 11 ,581.00 8.19 39.29 294.8 52.38 36.00 I 11,582.00 8.19 39.29 294.8 52.38 36.00 11,583.00 8.19 39.29 294.8 52.38 36.00 11,584.00 8.19 39.29 294.8 52.38 36.00 I 11,585.00 8.19 39.29 294.9 52.38 36.00 11,586.00 8.19 39.29 294.9 52.38 36.00 11,587.00 8.19 39.29 294.9 52.38 36.00 I 11,588.00 8.19 39.29 294.9 52.38 36.00 11,589.00 8.19 39.29 294.9 52.38 36.00 11,590.00 8.19 39.30 294.9 52.39 36.00 11,591.00 8.19 39.30 295.0 52.39 36.00 I 11,592.00 8.19 39.30 295.0 52.39 36.00 11,593.00 8.19 39.30 295.0 52.39 36.00 11,594.00 8.19 39.30 295.0 52.39 36.00 I 11 ,595.00 8.20 39.30 295.0 52.39 36.00 11,596.00 8.20 39.30 295.0 52.39 36.00 11,597.00 8.20 39.30 295.1 52.39 36.00 11,598.00 8.20 39.30 295.1 52.39 36.00 I 11 ,599.00 8.20 39.31 295.1 52.39 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n1 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 72 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width -I (ft (ft) (ft) I 11,600.00 8.20 39.31 295.1 52.40 36.00 11,601.00 8.20 39.31 295.1 52.40 36.00 11,602.00 8.20 39.31 295.2 52.40 36.00 I 11,603.00 8.20 39.31 295.2 52.40 36.00 11,604.00 8.20 39.31 295.2 52.40 36.00 11,605.00 8.20 39.31 295.2 52.40 36.00 I 11,606.00 8.20 39.31 295.2 52.40 36.00 11,607.00 8.20 39.31 295.2 52.40 36.00 11,608.00 8.20 39.31 295.3 52.40 36.00 11,609.00 8.20 39.32 295.3 52.40 36.00 I 11,610.00 8.20 39.32 295.3 52.41 36.00 11,611.00 8.20 39.32 295.3 52.41 36.00 11,612.00 8.20 39.32 295.3 52.41 36.00 I 11,613.00 8.20 39.32 295.3 52.41 36.00 11,614.00 8.20 39.32 295.4 52.41 36.00 11,615.00 8.21 39.32 295.4 52.41 36.00 Ii 11,616.00 8.21 39.32 295.4 52.41 36.00 1 11,617.00 8.21 39.32 295.4 52.41 36.00 11,618.00 8.21 39.33 295.4 52.41 36.00 11,619.00 8.21 39.33 295.5 52.41 36.00 I 11,620.00 8.21 39.33 295.5 52.41 36.00 11,621.00 8.21 39.33 295.5 52.42 36.00 11,622.00 8.21 39.33 295.5 52.42 36.00 11,623.00 8.21 39.33 295.5 52.42 36.00 U 11,624.00 8.21 39.33 295.5 52.42 36.00 11,625.00 8.21 39.33 295.6 52.42 36.00 11,626.00 8.21 39.33 295.6 52.42 36.00 11,627.00 8.21 39.33 295.6 52.42 36.00 I 11,628.00 8.21 39.34 295.6 52.42 36.00 11,629.00 8.21 39.34 295.6 52.42 36.00 11,630.00 8.21 39.34 295.6, 52.42 36.00 I 11,631.00 8.21 39.34 295.7 52.43 36.00 11,632.00 8.21 39.34 295.7 52.43 36.00 11,633.00 8.21 39.34 295.7 52.43 36.00 11,634.00 8.21 39.34 295.7 52.43 36.00 11,635.00 8.21 39.34 295.7 52.43 36.00 11,636.00 8.22 39.34 295.7 52.43 36.00 11,637.00 8.22 39.35 295.8 52.43 36.00 I 11,638.00 8.22 39.35 295.8 52.43 36.00 11,639.00 8.22 39.35 295.8 52.43 36.00 11,640.00 8.22 39.35 295.8 52.43 36.00 11,641.00 8.22 39.35 295.8 52.44 36.00 I 11,642.00 8.22 39.35 295.9 52.44 36.00 11,643.00 8.22 39.35 295.9 52.44 36.00 11,644.00 8.22 39.35 295.9 52.44 36.00 I 11,645.00 8.22 39.35 295.9 52.44 36.00 11,646.00 8.22 39.36 295.9 52.44 36.00 11,647.00 8.22 39.36 295.9 52.44 16.00 11,648.00 8.22 39.36 296.0 52.44 36.00 I 11,649.00 8.22 39.36 296.0 52.44 36.00 11,650.00 8.22 39.36 296.0 52.44 36.00 11,651.00 8.22 39.36 296.0 52.44 36.00 I 11,652.00 8.22 39.36 296.0 52.45 36.00 Project Engineer: Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 73 of 86 1 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,653.00 8.22 39.36 296.0 52.45 36.00 11,654.00 8.22 39.36 296.1 52.45 36.00 11,655.00 8.22 39.36 296.1 52.45 36.00 I 11,656.00 8.22 39.37 296.1 52.45 36.00 11,657.00 8.23 39.37 296.1 52.45 36.00 11,658.00 8.23 39.37 296.1 52.45 36.00 I 11,659.00 8.23 39.37 296,1 52.45 36.00 11,660.00 8.23 39.37 296.2 52.45 36.00 11,661.00 8.23 39.37 296.2 52.45 36.00 11,662.00 8.23 39.37 296.2 52.46 36.00 I 11,663.00 8.23 39.37 296.2 52.46 36.00 11,664.00 8.23 39.37 296.2 52.46 36.00 11,665.00 8.23 39.38 296.3 52.46 36.00 11,666.00 8.23 39.38 296.3 52.46 36.00 I 11,667.00 8.23 39.38 296.3 52.46 36.00 11,668.00 8.23 39.38 296.3 52.46 36.00 1 11,669.00 8.23 39.38 296.3 52.46 36.00 11,670.00 8.23 39.38 296.3 52.46 36.00 11,671.00 8.23 39.38 296.4 52.46 36.00 11,672.00 8.23 39.38 296.4 52.47 36.00 11,673.00 8.23 39.38 296.4 52.47 36.00 • 11,674.00 8.23 39.38 296.4 52.47 36.00 11,675.00 8.23 39.39 296.4 52.47 36.00 11,676.00 8.23 39.39 296.4 52.47 36.00 I 11,677.00 8.24 39.39 296.5 52.47 36.00 11,678.00 8.24 39.39 296.5 52.47 36.00 11,679.00 8.24 39.39 296.5 52.47 36.00 11,680.00 8.24 39.39 296.5 52.47 36.00 I 11,681.00 8.24 39.39 296.5 52.47 36.00 11,682.00 8.24 39.39 296.5 52.47 36.00 11,683.00 8.24 39.39 296.6 52.48 36.00 I 11,684.00 8.24 39.40 296.6 52.48 36.00 11,685.00 8.24 39.40 296.6 52.48 36.00 11,686.00 8.24 39.40 296.6 52.48 36.00 --i 11,687.00 8.24 39.40 296.6 52.48 36.00 I 11,688.00 8.24 39.40 296.7 52.48 36.00 11,689.00 8.24 39.40 296.7 52.48 36.00 11,690.00 8.24 39.40 296.7 52.48 36.00 I 11,691.00 8.24 39.40 296.7 52.48 36.00 11,692.00 8.24 39.40 296.7 52.48 36.00 11,693.00 8.24 39.40 296.7 52.49 36.00 11,694.00 8.24 39.41 296.8 52.49 36.00 I 11,695.00 8.24 39.41 296.8 52.49 36.00 11,696.00 8.24 39.41 296.8 52.49 36.00 11,697.00 8.24 39.41 296.8 52.49 36.00 I 11,698.00 8.25 39.41 296.8 52.49 36.00 11,699.00 8.25 39.41 296.8 52.49 36.00 11,700.00 8.25 39.41 296.9 52.49 36.00 11 ,701.00 8.25 39.41 296.9 52.49 36.00 I 11,702.00 8.25 39.41 296.9 52.49 36.00 11,703.00 8.25 39.42 296.9 52.50 36.00 .� 11,704.00 8.25 39.42 296.9 52.50 36.00 I 1 1,705.00 8.25 39.42 296.9 52.50 36.00 Project Engineer: Boyle Engineering y:\...\ jurupa- basin\dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 74 of 86 t 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel ' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (f /s) Area Perimeter Width (ft (ft) (ft) I 11,706.00 8.25 39.42 297.0 52.50 36.00 11,707.00 8.25 39.42 297.0 52.50 36.00 11,708.00 8.25 39.42 297.0 52.50 36.00 I 11,709.00 8.25 39.42 297.0 ' 52.50 36.00 11,710.00 8.25 39.42 297.0 52.50 36.00 11,711.00 8.25 39.42 297.1 52.50 36.00 I 11,712.00 8.25 39.42 297.1 52.50 36.00 11,713.00 8.25 39.43 297.1 52.50 36.00 11,714.00 8.25 39.43 297.1 52.51 36.00 11,715.00 8.25 39.43 297.1 52.51 36.00 I 11,71 6.00 8.25 39.43 297.1 52.51 36.00 11,717.00 8.25 39.43 297.2 52.51 36.00 11,718.00 8.25 39.43 297.2 52.51 36.00 I 11,719.00 8.26 39.43 297.2 52.51 36.00 11,720.00 8.26 39.43 297.2 52.51 36.00 11,721.00 8.26 39.43 297.2 52.51 36.00 13 11,722.00 8.26 39.44 297.2 52.51 36.00 1 11,723.00 8.26 39.44 297.3 52.51 36.00 11,724.00 8.26 39.44 297.3 52.52 36.00 11 ,725.00 8.26 39.44 297.3 52.52 36.00 I 11,726.00 8.26 39.44 297.3 52.52 36.00 11,727.00 8.26 39.44 297.3 52.52 36.00 11,728.00 8.26 39.44 297.3 52.52 36.00 11,729.00 8.26 39.44 297.4 52.52 36.00 I 11,730.00 8.26 39.44 297.4 52.52 36.00 11,731.00 8.26 39.45 297.4 52.52 36.00 11,732.00 8.26 39.45 297.4 52.52 36.00 11,733.00 8.26 39.45 297.4 52.52 36.00 I 11,734.00 8.26 39.45 297.5 52.53 36.00 11,735.00 8.26 39.45 297.5 52.53 36.00 11,736.00 8.26 39.45 297.5 52.53 36.00 I 11,737.00 8.26 39.45 297.5 52.53 36.00 11,738.00 8.26 39.45 297.5 52.53 36.00 11 ,739.00 8.27 39.45 297.5 52.53 36.00 I 11,740.00 8.27 39.45 297.6 52.53 36.00 11,741.00 8.27 39.46 297.6 52.53 36.00 11,742.00 8.27 39.46 297.6 52.53 36.00 11 ,743.00 8.27 39.46 297.6 52.53 36.00 I 11,744.00 8.27 39.46 297.6 52.53 36.00 11,745.00 8.27 39.46 297.6 52.54 36.00 11,746.00 8.27 39.46 297.7 52.54 36.00 11,747.00 8.27 39.46 297.7 52.54 36.00 I 11,748.00 8.27 39.46 297.7 52.54 36.00 11,749.00 8.27 39.46 297.7 52.54 36.00 11,750.00 8.27 39.47 297.7 52.54 36.00 I 11,751.00 8.27 39.47 297.7 52.54 36.00 11,752.00 8.27 39.47 297.8 52.54 36.00 11,753.00 8.27 39.47 297.8 52.54 36.00 I 11,754.00 8.27 39.47 297.8 52.54 36.00 11,755.00 8.27 39.47 297.8 52.55 36.00 11,756.00 8.27 39.47 297.8 52.55 36.00 .:1 11,757.00 8.27 39.47 297.9 52.55 36.00 I 11,758.00 8.27 39.47 297.9 52.55 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa- basin\dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 75 of 86 `1 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel ' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,759.00 8.27 39.47 297.9 52.55 36.00 11,760.00 8.28 39.48 297.9 52.55 36.00 11,761.00 8.28 39.48 297.9 52.55 36.00 I 11,762.00 8.28 39.48 297.9 52.55 36.00 11,763.00 8.28 39.48 298.0 52.55 36.00 • 11,764.00 8.28 39.48 298.0 52.55 36.00 I 11 ,765.00 8.28 39.48 298.0 52.56 36.00 11,766.00 8.28 39.48 298.0 52.56 36.00 11,767.00 8.28 39.48 298.0 52.56 36.00 11,768.00 8.28 39.48 298.0 52.56 36.00 I 11,769.00 8.28 39.49 298.1 52.56 36.00 11,770.00 8.28 39.49 298.1 52.56 36.00 11,771.00 8.28 39.49 298.1 52.56 36.00 11,772.00 8.28 39.49 298.1 52.56 36.00 I 11,773.00 8.28 39.49 298.1 52.56 36.00 • _ 1 1,774.00 8.28 39.49 298.1 52.56 36.00 J 11,775.00 8.28 39.49 298.2 52.56 36.00 11,776.00 8.28 39.49 298.2 52.57 36.00 1 1,777.00 8.28 39.49 298.2 52.57 36.00 11,778.00 8.28 39.49 298.2 52.57 36.00 • I 11,779.00 8.28 39.50 298.2 52.57 36.00 11,780.00. 8.28 39.50 298.3 52.57 36.00 11,781.00 8.29 39.50 298.3 52.57 36.00 11,782.00 8.29 39.50 298.3 52.57 36.00 I 11,783.00 8.29 39.50 298.3 52.57 36.00 11,784.00 8.29 39.50 298.3 52.57 36.00 11,785.00 8.29 39.50 298.3 52.57 36.00 11,786.00 8.29 39.50 298.4 52.58 36.00 I 11,787.00 8.29 39.50 298.4 52.58 36.00 11,788.00 8.29 39.51 298.4 52.58 36.00 11,789.00 8.29 39.51 298.4 52.58 36.00 I 11,790.00 8.29 39.51 298.4 52.58 36.00 11 ,791.00 8.29 39.51 298.4 52.58 36.00 11,792.00 8.29 39.51 298.5 52.58 36.00 11,793.00 8.29 39.51 298.5 52.58 36.00 I 11,794.00 8.29 39.51 298.5 52.58 36.00 11,795.00 8.29 39.51 298.5 52.58 36.00 11,796.00 8.29 39.51 298.5 52.59 36.00 I 11,797.00 8.29 39.51 298.5 52.59 36.00 11,798.00 8.29 39.52 298.6 52.59 36.00 11,799.00 8.29 39.52 298.6 52.59 36.00 11,800.00 8.29 39.52 298.6 52.59 36.00 I 11,801.00 8.29 39.52 298.6 52.59 36.00 11,802.00 8.30 39.52 298.6 52.59 36.00 11,803.00 8.30 39.52 298.7 52.59 36.00 I 11,804.00 8.30 39.52 298.7 52.59 36.00 11,805.00 8.30 39.52 298.7 52.59 36.00 11,806.00 8.30 39.52 298.7 52.59 36.00 11,807.00 8.30 39.52 298.7 52.60 36.00 I 11,808.00 8.30 39.53 298.7 52.60 36.00 11,809.00 8.30 39.53 298.8 52.60 36.00 11,810.00 8.30 39.53 298.8 52.60 36.00 I 11,811.00 8.30 39.53 298.8 52.60 36.00 Project Engineer. Boyle Engineering y: \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 76 of 86 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 11,812.00 8.30 39.53 298.8 52.60 36.00 11,813.00 8.30 39.53 298.8 52.60 36.00 11,814.00 8.30 39.53 298.8 52.60 36.00 I 11,815.00 8.30 39.53 298.9 52.60 36.00 11,816.00 8.30 39.53 298.9 52.60 36.00 11,817.00 8.30 39.54 298.9 52.61 36.00 I 11,818.00 8.30 39.54 298.9 52.61 36.00 11,819.00 8.30 39.54 298.9 52.61 36.00 11,820.00 8.30 39.54 298.9 52.61 36.00 11,821.00 8.30 39.54 299.0 52.61 36.00 I 11,822.00 8.31 39.54 299.0 52.61 36.00 11,823.00 8.31 39.54 299.0 52.61 36.00 11,824.00 8.31 39.54 299.0 52.61 36.00 I 11,825.00 8.31 39.54 299.0 52.61 36.00 11,826.00 8.31 39.54 299.1 52.61 36.00 11,827.00 8.31 39.55 299.1 52.62 36.00 11,828.00 8.31 39.55 299.1 52.62 36.00 1 11,829.00 8.31 39.55 299.1 52.62 36.00 11,830.00 8.31 39.55 299.1 52.62 36.00 11,831.00 8.31 39.55 299.1 52.62 36.00 ' 11,832.00 8.31 39.55 299.2 52.62 36.00 11,833.00 8.31 39.55 299.2 52.62 36.00 11,834.00 8.31 39.55 299.2 52.62 36.00 11,835.00 8.31 39.55 299.2 52.62 36.00 11,836.00 8.31 39.56 299.2 52.62 36.00 11,837.00 8.31 39.56 299.2 52.62 36.00 11,838.00 8.31 39.56 299.3 52.63 36.00 11,839.00 8.31 39.56 299.3 52.63 36.00 I 11,840.00 8.31 39.56 299.3 52.63 36.00 11,841.00 8.31 39.56 299.3 52.63 36.00 11,842.00 8.31 39.56 299.3 52.63 36.00 I 11,843.00 8.32 39.56 299.3 52.63 36.00 11,844.00 8.32 39.56 299.4 52.63 36.00 11,845.00 8.32 39.56 299.4 52.63 36.00 11,846.00 8.32 39.57 299.4 52.63 36.00 I 11,847.00 8.32 39.57 299.4 52.63 36.00 11,848.00 8.32 39.57 299.4 52.64 36.00 11,849.00 8.32 39.57 299.5 52.64 36.00 11,850.00 8.32 39.57 299.5 52.64 36.00 11,851.00 8.32 39.57 299.5 52.64 36.00 11,852.00 8.32 39.57 299.5 52.64 36.00 11,853.00 8.32 39.57 299.5 52.64 36.00 I 11,854.00 8.32 39.57 299.5 52.64 36.00 11,855.00 8.32 39.58 299.6 52.64 36.00 11,856.00 8.32 39.58 299.6 52.64 36.00 11,85 7.00 8.32 39.58 299.6 52.64 36.00 I 11,858.00 8.32 39.58 299.6 52.64 36.00 11,859.00 8.32 39.58 299.6 52.65 36.00 11,860.00 8.32 39.58 299.6 52.65 36.00 I 11,861.00 8.32 39.58 299.7 52.65 36.00 11,862.00 8.32 39.58 299.7 52.65 36.00 ii 11,863.00 8.32 39.58 299.7 52.65 36.00 I 11,864.00 8.33 39.58 299.7 52.65 36.00 Project Engineer. Boyle Engineering y : \... \jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 77 of 86 0 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top y (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 11,865.00 8.33 39.59 299.7 52.65 36.00 11,866.00 8.33 39.59 299.7 52.65 36.00 11,867.00 8.33 39.59 299.8 52.65 36.00 I 11,868.00 8.33 39.59 299.8 52.65 36.00 11,869.00 8.33 39.59 299.8 52.66 36.00 11,870.00 8.33 39.59 299.8 52.66 36.00 I 11,871.00 8.33 39.59 299.8 52.66 36.00 11,872.00 8.33 39.59 299.9 52.66 36.00 11,873.00 8.33 39.59 299.9 52.66 36.00 11,874.00 8.33 39.60 299.9 52.66 36.00 I 11,875.00 8.33 39.60 299.9 52.66 36.00 11,876.00 8.33 39.60 299.9 52.66 36.00 11 ,877.00 8.33 39.60 299.9 52.66 36.00 I 11,878.00 8.33 39.60 300.0 52.66 36.00 11,879.00 8.33 39.60 300.0 52.67 36.00 11,880.00 8.33 39.60 300.0 52.67 36.00 -. 11,881.00 8.33 39.60 300.0 52.67 36.00 11,882.00 8.33 39.60 300.0 52.67 36.00 11,883.00 8.33 39.60 300.0 52.67 36.00 11,884.00 8.33 39.61 300.1 52.67 36.00 I 11,885.00 8.34 39.61 300.1 52.67 36.00 11,886.00 8.34 39.61 300.1 52.67 36.00 11,887.00 8.34 39.61 300.1 52.67 36.00 11,888.00 8.34 39.61 300.1 52.67 36.00 I 11,889.00 8.34 39.61 300.1 52.67 36.00 11,890.00 8.34 39.61 300.2 52.68 36.00 11,891.00 8.34 39.61 300.2 52.68 36.00 I 11,892.00 8.34 39.61 300.2 52.68 36.00 11,893.00 8.34 39.61 300.2 52.68 36.00 11,894.00 8.34 39.62 300.2 52.68 36.00 11,895.00 8.34 39.62 300.3 52.68 36.00 I 11,896.00 8.34 39.62 300.3 52.68 36.00 11,897.00 8.34 39.62 300.3 52.68 36.00 -- 11,898.00 8.34 39.62 300.3 52.68 36.00 11,899.00 8.34 39.62 300.3 52.68 36.00 I 11,900.00 8.34 39.62 300.3 52.69 36.00 11,901.00 8.34 39.62 300.4 52.69 36.00 11,902.00 8.34 39.62 300.4 52.69 36.00 I 11,903.00 8.34 39.63 300.4 52.69 36.00 11,904.00 8.34 39.63 300.4 52.69 36.00 11,905.00 8.35 39.63 300.4 52.69 36.00 I 11,906.00 8.35 39.63 300.4 52.69 36.00 11,907.00 8.35 39.63 300.5 52.69 36.00 11,908.00 8.35 39.63 300.5 52.69 36.00 11,909.00 8.35 39.63 300.5 52.69 36.00 I 11,910.00 8.35 39.63 300.5 52.70 36.00 11,911.00 8.35 39.63 300.5 52.70 36.00 .11 ,912.00 8.35 39.63 300.5 52.70 36.00 U 11,913.00 8.35 39.64 300.6 52.70 36.00 11,914.00 8.35 39.64 300.6 52.70 36.00 11,915.00 8.35 39.64 300.6 52.70 36.00 J 11,916.00 8.35 39.64 300.6 52.70 36.00 I 11,917.00 8.35 39.64 300.6 52.70 36.00 Project Engineer. Boyle Engineering y:\...\ jurupa- basin\dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614nj 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 78 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _' Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width i (ft (ft) (ft) 11,918.00 8.35 39.64 300.6 52.70 36.00 11,919.00 8.35 39.64 300.7 52.70 36.00 11,920.00 8.35 39.64 300.7 52.70 36.00 I 11,921.00 8.35 39.64 300.7 52.71 36.00 11,922.00 8.35 39.65 300.7 52.71 36.00 11,923.00 8.35 39.65 300.7 52.71 36.00 I 11,924.00 8.35 39.65 300.8 52.71 36.00 11,925.00 8.35 39.65 300.8 52.71 36.00 11,926.00 8.36 39.65 300.8 52.71 36.00 11,927.00 8.36 39.65 300.8 52.71 36.00 I 11,928.00 8.36 39.65 300.8 52.71 36.00 11,929.00 8.36 39.65 300.8 52.71 36.00 11,930.00 8.36 39.65 300.9 52.71 36.00 I 11,931.00 8.36 39.65 300.9 52.72 • 36.00 11,932.00 8.36 39.66 300.9 52.72 36.00 11,933.00 8.36 39.66 300.9 52.72 36.00 11,934.00 8.36 39.66 300.9 52.72 36.00 I 11,935.00 8.36 39.66 300.9 52.72 36.00 11,936.00 8.36 39.66 301.0 52.72 36.00 11,937.00 8.36 39.66 301.0 52.72 36.00 I 11,938.00 8.36 39.66 301.0 52.72 36.00 11,939.00 8.36 39.66 301.0 52.72 36.00 11,940.00 8.36 39.66 301.0 52.72 36.00 11,941.00 8.36 39.66 301.0 52.72 36.00 I 11,942.00 8.36 39.67 301.1 52.73 36.00 11,943.00 8.36 39.67 301.1 52.73 36.00 11,944.00 8.36 39.67 301.1 52.73 36.00 I 11,945.00 8.36 39.67 301.1 52.73 36.00 11,946.00 8.36 39.67 301.1 52.73 36.00 11,947.00 8.37 39.67 301.2 52.73 36.00 11,948.00 8.37 39.67 301.2 52.73 36.00 I 11,949.00 8.37 39.67 301.2 52.73 36.00 11,950.00 8.37 39.67 301.2 52.73 36.00 1 11,951.00 8.37 39.68 301.2 52.73 36.00 I 11,952.00 8.37 39.68 301.2 52.74 36.00 11,953.00 8.37 39.68 301.3 52.74 36.00 11,954.00 8.37 39.68 301.3 52.74 36.00 11,955.00 8.37 39.68 301.3 52.74 36.00 I 11,956.00 8.37 39.68 301.3 52.74 36.00 11,957.00 8.37 39.68 301.3 52.74 36.00 11,958.00 8.37 39.68 301.3 52.74 36.00 I 11,959.00 8.37 39.68 301.4 52.74 36.00 11,960.00 8.37 39.68 301.4 52.74 36.00 11,961.00 8.37 39.69 301.4 52.74 36.00 11,962.00 8.37 39.69 301.4 52.75 36.00 I 11,963.00 8.37 39.69 301.4 52.75 36.00 11,964.00 8.37 39.69 301.4 52.75 36.00 11,965.00 8.37 39.69 301.5 52.75 36.00 I 11,966.00 8.37 39.69 301.5 52.75 36.00 11,967.00 8.37 39.69 301.5 52.75 36.00 11,968.00 8.38 39.69 301.5 52.75 36.00 _7 11,969.00 8.38 39.69 301.5 52.75 36.00 I 11,970.00 8.38 39.69 301.5 52.75 36.00 Project Engineer: Boyle Engineering y:\._.\ jurupa - basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 79 of 86 r I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) I 11,971.00 8.38 39.70 301.6 52.75 36.00 11,972.00 8.38 39.70 301.6 52.75 36.00 11,973.00 8.38 39.70 301.6 52.76 36.00 I 11,974.00 8.38 39.70 301.6 52.76 36.00 11,975.00 8.38 39.70 301.6 52.76 36.00 11,976.00 8.38 39.70 301.7 52.76 36.00 I 11,977.00 8.38 39.70 301.7 52.76 36.00 11,978.00 8.38 39.70 301.7 52.76 36.00 11,979.00 8.38 39.70 301.7 52.76 36.00 11,980.00 8.38 39.71 301.7 52.76 36.00 11,981.00 8.38 39.71 301.7 52.76 36.00 11,982.00 8.38 39.71 301.8 52.76 36.00 11,983.00 8.38 39.71 301.8 52.77 36.00 I 11,984.00 8.38 39.71 301.8 52.77 36.00 11,985.00 8.38 39.71 301.8 52.77 36.00 11,986.00 8.38 39.71 301.8 52.77 36.00 11,987.00 8.38 39.71 301.8 52.77 36.00 11 11,988.00 8.39 39.71 301.9 52.77 36.00 11,989.00 8.39 39.71 301.9 52.77 36.00 11,990.00 8.39 39.72 301.9 52.77 36.00 I 11,991.00 8.39 39.72 301.9 52.77 36.00 11,992.00 8.39 39.72 301.9 52.77 36.00 11,993.00 8.39 39.72 301.9 52.77 36.00 11,994.00 8.39 39.72 302.0 52.78 36.00 I 11,995.00 8.39 39.72 302.0 52.78 36.00 11,996.00 8.39 39.72 302.0 52.78 36.00 11,997.00 8.39 39.72 302.0 52.78 36.00 11,998.00 8.39 39.72 302.0 52.78 36.00 I 11,999.00 8.39 39.72 302.1 52.78 36.00 12,000.00 8.39 39.73 302.1 52.78 36.00 12,001.00 8.39 39.73 302.1 52.78 36.00 I 12,002.00 8.39 39.73 302.1 52.78 36.00 12,003.00 8.39 39.73 302.1 52.78 36.00 12,004.00 8.39 39.73 302.1 52.79 36.00 12,005.00 8.39 39.73 302.2 52.79 36.00 I 12,006.00 8.39 39.73 302.2 52.79 36.00 12,007.00 8.39 39.73 302.2 52.79 36.00 12,008.00 8.39 39.73 302.2 52.79 36.00 12,009.00 8.40 39.74 302.2 52.79 36.00 12,010.00 8.40 39.74 302.2 52.79 36.00 12,011.00 8.40 39.74 302.3 52.79 36.00 12,012.00 8.40 39.74 302.3 52.79 36.00 I 12,013.00 8.40 39.74 302.3 52.79 36.00 12,014.00 8.40 39.74 302.3 52.80 36.00 12,015.00 8.40 39.74 302.3 52.80 36.00 I 12,016.00 8.40 39.74 302.3 52.80 36.00 12,017.00 8.40 39.74 302.4 52.80 36.00 12,018.00 8.40 39.74 302.4 52.80 36.00 12,019.00 8.40 39.75 302.4 52.80 36.00 I 12,020.00 8.40 39.75 302.4 52.80 36.00 12,021.00 8.40 39.75 302.4 52.80 36.00 J 12,022.00 8.40 39.75 • 302.4 52.80 36.00 I 12,023.00 8.40 39.75 302.5 52.80 36.00 Project Engineer: Boyce Engineering y: \... \jurupa- basin \dn_mainline run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 80 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 12,024.00 8.40 39.75 302.5 52.80 36.00 12,025.00 8.40 39.75 302.5 52.81 36.00 12,026.00 8.40 39.75 302.5 52.81 36.00 I 12,027.00 8.40 39.75 302.5 52.81 36.00 12,028.00 8.40 39.75 302.6 52.81 36.00 12,029.00 8.40 39.76 302.6 52.81 36.00 I 12,030.00 8.41 39.76 302.6 52.81 36.00 12,031.00 8.41 39.76 302.6 52.81 36.00 12,032.00 8.41 39.76 302.6 52.81 36.00 12,033.00 8.41 39.76 302.6 52.81 36.00 I 12,034.00 8.41 39.76 302.7 52.81 36.00 12,035.00 8.41 39.76 302.7 52.82 36.00 12,036.00 8.41 39.76 302.7 52.82 36.00 I 12,037.00 8.41 39.76 302.7 52.82 36.00 12,038.00 8.41 39.77 302.7 52.82 36.00 12,039.00 8.41 39.77 302.7 52.82 36.00 12,040.00 8.41 39.77 302.8 52.82 36.00 1 12,041.00 8.41 39.77 302.8 52.82 36.00 12,042.00 8.41 39.77 302.8 52.82 36.00 12,043.00 8.41 39.77 302.8 52.82 36.00 I 12,044.00 8.41 39.77 302.8 52.82 36.00 12,045.00 8.41 39.77 302.8 52.82 36.00 12,046.00 8.41 39.77 302.9 52.83 36.00 12,047.00 8.41 39.77 302.9 52.83 36.00 I 12,048.00 8.41 39.78 302.9 52.83 36.00 12,049.00 8.41 39.78 302.9 52.83 36.00 12,050.00 8.41 39.78 302.9 52.83 36.00 I 12,051.00 8.42 39.78 303.0 52.83 36.00 12,052.00 8.42 39.78 303.0 52.83 36.00 12,053.00 8.42 39.78 303.0. 52.83 36.00 12,054.00 8.42 39.78 303.0 52.83 36.00 I 12,055.00 8.42 39.78 303.0 52.83 36.00 12,056.00 8.42 39.78 303.0 52.84 36.00 12,057.00 8.42 39.78 303.1 52.84 36.00 I 12,058.00 8.42 39.79 303.1 52.84 36.00 12,059.00 8.42 39.79 303.1 52.84 36.00 12,060.00 8.42 39.79 303.1 52.84 36.00 12,061.00 8.42 39.79 303.1 52.84 36.00 I 12,062.00 8.42 39.79 303.1 52.84 36.00 12,063.00 8.42 39.79 303.2 52.84 36.00 12,064.00 8.42 39.79 303.2 52.84 36.00 12,065.00 8.42 39.79 303.2 52.84 36.00 I 12,066.00 8.42 39.79 303.2 52.85 36.00 12,067.00 8.42 39.80 303.2 52.85 36.00 12,068.00 8.42 39.80 303.2 52.85 36.00 I 12,069.00 8.42 39.80 303.3 52.85 36.00 12,070.00 8.42 39.80 303.3 52.85 36.00 12,071.00 8.42 39.80 303.3 52.85 36.00 I 12,072.00 8.43 39.80 303.3 52.85 36.00 12,073.00 8.43 39.80 303.3 52.85 36.00 12,074.00 8.43 ' 39.80 303.3 52.85 36.00 1 12,075.00 8.43 39.80 303.4 52.85 36.00 I 12,076.00 8.43 39.80 303.4 52.85 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] I 05/28/03 10:11:53 AM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 81 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top i (cfs) (ft) (ft/s) Area Perimeter Width (ft.) (ft) (ft) 12,077.00 8.43 39.81 303.4 52.86 36.00 12,078.00 8.43 39.81 303.4 52.86 36.00 12,079.00 8.43 39.81 303.4 52.86 36.00 I 12,080.00 8.43 39.81 303.5 52.86 36.00 12,081.00 8.43 39.81 303.5 52.86 36.00 12,082.00 8.43 39.81 303.5 52.86 36.00 I 12,083.00 8.43 39.81 303.5 52.86 36.00 12,084.00 8.43 39.81 303.5 52.86 36.00 12,085.00 8.43 39.81 303.5 52.86 36.00 12,086.00 8.43 39.81 303.6 52.86 36.00 12,087.00 8.43 39.82 303.6 52.87 36.00 12,088.00 8.43 39.82 303.6 52.87 36.00 12,089.00 8.43 39.82 303.6 52.87 36.00 I 12,090.00 8.43 39.82 303.6 52.87 36.00 12,091.00 8.43 39.82 303.6 52.87 36.00 12,092.00 8.43 39.82 303.7 52.87 36.00 � 12,093.00 8.44 39.82 303.7 52.87 36.00 12,094.00 8.44 39.82 303.7 52.87 36.00 12,095.00 8.44 39.82 303.7 52.87 36.00 12,096.00 8.44 39.83 303.7 52.87 36.00 12,097.00 8.44 39.83 303.7 52.87 36.00 111 12,098.00 8.44 39.83 303.8 52.88 36.00 12,099.00 8.44 39.83 303.8 52.88 36.00 12,100.00 8.44 39.83 303.8 52.88 36.00 12,101.00 8.44 39.83 303.8 52.88 36.00 12,102.00 8.44 39.83 303.8 52.88 36.00 12,103.00 8.44 39.83 303.8 52.88 36.00 I 12,104.00 8.44 39.83 303.9 52.88 36.00 12,105.00 8.44 39.83 303.9 52.88 36.00 12,106.00 8.44 39.84 303.9 52.88 36.00 12,107.00 8.44 39.84 303.9 52.88 36.00 12,108.00 8.44 39.84 303.9 52.89 36.00 12,109.00 8.44 39.84 304.0 52.89 36.00 1 12,110.00 8.44 39.84 304.0 52.89 36.00 I 12,111.00 8.44 39.84 304.0 52.89 36.00 12,112.00 8.44 39.84 304.0 52.89 36.00 12,113.00 8.45 39.84 304.0 52.89 36.00 12,114.00 8.45 39.84 304.0 52.89 36.00 I 12,115.00 8.45 39.84 304.1 52.89 36.00 12,116.00 8.45 39.85 304.1 52.89 36.00 12,117.00 8.45 39.85 304.1 52.89 36.00 12,118.00 8.45 39.85 304.1 52.89 36.00 12,119.00 8.45 39.85 304.1 52.90 36.00 12,120.00 • 8.45 39.85 304.1 52.90 36.00 12,121.00 8.45 39.85 304.2 52.90 36.00 I 12,122.00 8.45 39.85 304.2 52.90 36.00 12,123.00 8.45 39.85 304.2 52.90 36.00 12,124.00 8.45 39.85 304.2 52.90 36.00 ' 12,125.00 8.45 39.85 304.2 52.90 36.00 12,126.00 8.45 39.86 304.2 52.90 36.00 12,127.00 8.45 39.86 304.3 52.90 36.00 12,128.00 8.45 39.86 304.3 52.90 36.00 1 12,129.00 8.45 39.86 304.3 52.91 36.00 Project Engineer. Boyle Engineering in \dn mainline sta4715 run4.fm2 Boyle En y: \... \jurupa - bas Y Engineering FlowMaster v6.1 [614n] 9 I 05/28/03 10:11:53 AM _ © H_ aestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 82 of 86 I Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top J (cfs) (ft) (ft/s) Area Perimeter Width I (ft (ft) (ft) 12,130.00 8.45 39.86 304.3 52.91 36.00 12,131.00 8.45 39.86 304.3 52.91 36.00 12,132.00 8.45 39.86 304.4 52.91 36.00 I 12,133.00 8.45 39.86 304.4 52.91 36.00 12,134.00 8.46 39.86 304.4 52.91 36.00 12,135.00 8.46 39.87 304.4 52.91 36.00 I 12,136.00 8.46 39.87 304.4 52.91 36.00 12,137.00 8.46 39.87 304.4 52.91 36.00 12,138.00 8.46 39.87 304.5 52.91 36.00 12,139.00 8.46 39.87 304.5 52.92 36.00 I 12,140.00 8.46 39.87 304.5 52.92 36.00 12,141.00 8.46 39.87 304.5 52.92 36.00 12,142.00 8.46 39.87 304.5 52.92 36.00 I 12,143.00 8.46 39.87 304.5 52.92 36.00 12,144.00 8.46 39.87 304.6 52.92 36.00 12,145.00 8.46 39.88 304.6 52.92 36.00 12,146.00 8.46 39.88 304.6 52.92 36.00 I 12,147.00 12,148.00 8.46 39.88 304.6 52.92 36.00 8.46 39.88 304.6 52.92 36.00 12,149.00 8.46 39.88 304.6 52.92 36.00 I 12,150.00 8.46 39.88 304.7 52.93 36.00 12,151.00 8.46 39.88 304.7 52.93 36.00 12,152.00 8.46 39.88 304.7 52.93 36.00 12,153.00 8.46 39.88 304.7 52.93 36.00 12,154.00 8.46 39.88 304.7 52.93 36.00 12,155.00 8.47 39.89 304.7 52.93 36.00 12,156.00 8.47 39.89 304.8 52.93 36.00 I 12,157.00 8.47 39.89 304.8 52.93 36.00 12,158.00 8.47 39.89 304.8 52.93 36.00 12,159.00 8.47 39.89 304.8 52.93 36.00 12,160.00 8.47 39.89 304.8 52.94 36.00 I 12,161.00 8.47 39.89 304.9 52.94 36.00 12,162.00 8.47 39.89 304.9 52.94 36.00 li 12,163.00 8.47 39.89 304.9 52.94 36.00 12,164.00 8.47 39.89 304.9 52.94 36.00 12,165.00 8.47 39.90 304.9 52.94 36.00 12,166.00 8.47 39.90 304.9 52.94 36.00 12,167.00 8.47 39.90 305.0 52.94 36.00 I 12,168.00 8.47 39.90 305.0 52.94 36.00 12,169.00 8.47 39.90 305.0 52.94 36.00 12,170.00 8.47 39.90 305.0 52.94 36.00 I 12,171.00 8.47 39.90 305.0 52.95 36.00 12,172.00 8.47 39.90 305.0 52.95 36.00 12,173.00 8.47 39.90 305.1 52.95 36.00 12,174.00 8.47 39.90 305.1 52.95 36.00 I 12,175.00 8.47 39.91 305.1 52.95 36.00 12,176.00 8.48 39.91 305.1 52.95 36.00 12,177.00 8.48 , 39.91 305.1 52.95 36.00 12,178.00 8.48 39.91 305.1 52.95 36.00 I 12,179.00 8.48 39.91 305.2 52.95 36.00 12,180.00 8.48 39.91 305.2 52.95 36.00 j 12,181.00 8.48 39.91 305.2 52.96 36.00 I 12,182.00 8.48 39.91 305.2 52.96 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] II 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 83 of 86 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel I Discharge Depth Velocity Flow Wetted Top -I (cfs) (ft) (ft/s) Area Perimeter Width (ft2) (ft) (ft) 12,183.00 8.48 39.91 305.2 52.96 36.00 12,184.00 8.48 39.92 305.2 52.96 36.00 12,185.00 8.48 39.92 305.3 52.96 36.00 12,186.00 8.48 39.92 305.3 52.96 36.00 12,187.00 8.48 39.92 305.3 52.96 36.00 12,188.00 8.48 39.92 305.3 52.96 36.00 I 12,189.00 8.48 39.92 305.3 52.96 36.00 12,190.00 8.48 39.92 305.4 52.96 36.00 12,191.00 8.48 39.92 305.4 52.96 36.00 12,192.00 8.48 39.92 305.4 52.97 36.00 I 12,193.00 8.48 39.92 305.4 52.97 36.00 12,194.00 8.48 39.93 305.4 52.97 36.00 12,195.00 8.48 39.93 305.4 52.97 36.00 ' 12,196.00 8.48 39.93 305.5 52.97 36.00 I 12,197.00 8.49 39.93 305.5 52.97 36.00 12,198.00 8.49 39.93 305.5 52.97 36.00 .3 12,199.00 8.49 39.93 305.5 52.97 36.00 12,200.00 8.49 39.93 • 305.5 52.97 36.00 12,201.00 8.49 39.93 305.5 52.97 36.00 12,202.00 8.49 39.93 305.6 52.98 36.00 12,203.00 8.49 39.93 305.6 52.98 36.00 I 12,204.00 8.49 39.94 305.6 52.98 36.00 12,205.00 8.49 39.94 305.6 52.98 36.00 12,206.00 8.49 39.94 305.6 52.98 36.00 I 12,207.00 8.49 39.94 305.6 52.98 36.00 12,208.00 8.49 39.94 305.7 52.98 36.00 12,209.00 8.49 39.94 305.7 52.98 36.00 12,210.00 8.49 39.94 305.7 52.98 36.00 12,211.00 8.49 39.94 305.7 52.98 36.00 12,212.00 8.49 39.94 305.7 52.98 36.00 12,213.00 8.49 39.94 305.7 52.99 36.00 I 12,214.00 8.49 39.95 305.8 52.99 36.00 12,215.00 8.49 39.95 305.8 52.99 36.00 ti i 12,216.00 8.49 39.95 305.8 52.99 36.00 I 12,217.00 8.49 39.95 305.8 52.99 36.00 12,218.00 8.50 39.95 305.8 52.99 36.00 12,219.00 8.50 39.95 305.9 52.99 36.00 12,220.00 8.50 39.95 305.9 52.99 36.00 1 I 12,221.00 8.50 39.95 305.9 52.99 36.00 12,222.00 8.50 39.95 305.9 52.99 36.00 12,223.00 8.50 39.96 305.9 53.00 36.00 12,224.00 8.50 39.96 305.9 53.00 36.00 I 12,225.00 8.50 39.96 306.0 53.00 36.00 12,226.00 8.50 39.96 306.0 53.00 36.00 12,227.00 8.50 39.96 306.0 53.00 36.00 I 12,228.00 8.50 39.96 306.0 53.00 36.00 12,229.00 8.50 39.96 306.0 53.00 36.00 12,230.00 8.50 39.96 306.0 53.00 36.00 12,231.00 8.50 39.96 306.1 53.00 36.00 I 12,232.00 8.50 39.96 306.1 53.00 36.00 12,233.00 8.50 39.97 306.1 53.01 36.00 J 12,234.00 8.50 39.97 306.1 53.01 36.00 I 12,235.00 8.50 39.97 306.1 53.01 36.00 Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 84 of 86 1 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _ I Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft (ft) (ft) I 12,236.00 8.50 39.97 306.1 53.01 36.00 12,237.00 8.50 39.97 306.2 53.01 36.00 12,238.00 8.50 39.97 306.2 53.01 36.00 I 12,239.00 8.51 39.97 306.2 53.01 36.00 12,240.00 8.51 39.97 306.2 53.01 36.00 12,241.00 8.51 39.97 306.2 53.01 36.00 12,242.00 8.51 39.97 306.2 53.01 36.00 I 12,243.00 8.51 39.98 306.3 53.01 36.00 12,244.00 8.51 39.98 306.3 53.02 36.00 12,245.00 8.51 39.98 306.3 53.02 36.00 I 12,246.00 8.51 39.98 306.3 53.02 36.00 12,247.00 8.51 39.98 306.3 53.02 36.00 12,248.00 8.51 39.98 306.3 53.02 36.00 12,249.00 8.51 39.98 306.4 53.02 36.00 • I 12,250.00 8.51 39.98 306.4 53.02 36.00 12,251.00 8.51 39.98 306.4 53.02 36.00 12,252.00 8.51 39.98 306.4 53.02 36.00 12,253.00 8.51 39.99 306.4 53.02 36.00 12,254.00 8.51 39.99 306.5 53.03 36.00 12,255.00 8.51 39.99 306.5 53.03 36.00 12,256.00 8.51 39.99 306.5 53.03 36.00 I 12,257.00 8.51 39.99 306.5 53.03 36.00 12,258.00 8.51 39.99 306.5 53.03 36.00 12,259.00 8.51 39.99 306.5 53.03 36.00 I 12,260.00 8.52 39.99 306.6 53.03 36.00 12,261.00 8.52 39.99 306.6 53.03 36.00 12,262.00 8.52 39.99 306.6 53.03 36.00 12,263.00 8.52 40.00 306.6 53.03 36.00 I 12,264.00 8.52 40.00 306.6 53.03 36.00 12,265.00 8.52 40.00 306.6 53.04 36.00 12,266.00 • 8.52 40.00 306.7 53.04 36.00 I 12,267.00 8.52 40.00 306.7 53.04 36.00 12,268.00 8.52 40.00 306.7 53.04 36.00 -] 12,269.00 8.52 40.00 306.7 53.04 36.00 1 12,270.00 8.52 40.00 306.7 53.04 36.00 I 12,271.00 8.52 40.00 306.7 53.04 36.00 12,272.00 8.52 40.00 306.8 53.04 36.00 12,273.00 8.52 40.01 306.8 53.04 36.00 ' 12,274.00 8.52 40.01 306.8 53.04 36.00 12,275.00 8.52 40.01 306.8 53.05 36.00 12,276.00 8.52 40.01 306.8 53.05 36.00 12,277.00 8.52 40.01 306.8 53.05 36.00 I 12,278.00 8.52 40.01 306.9 53.05 36.00 12,279.00 8.52 40.01 306.9 53.05 36.00 12,280.00 8.53 40.01 306.9 53.05 36.00 I 12,281.00 8.53 40.01 306.9 53.05 36.00 12,282.00 8.53 40.01 306.9 53.05 36.00 12,283.00 8.53 40.02 307.0 53.05 36.00 12,284.00 8.53 40.02 307.0 53.05 36.00 I 12,285.00 8.53 40.02 307.0 53.05 36.00 12,286.00 8.53 40.02 307.0 53.06 36.00 j 12,287.00 8.53 40.02 307.0 53.06 36.00 I 12,288.00 8.53 40.02 307.0 53.06 36.00 Project Engineer: Boyle Engineering y: \...\ jurupa - basin \dn run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 85 of 86 Mainline Normal Depth at 72" & 96" dia. outlets Rating Table for Rectangular Channel _ 1 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) I 12,289.00 8.53 40.02 307.1 53.06 36.00 12,290.00 8.53 40.02 307.1 53.06 36.00 12,291.00 8.53 40.02 307.1 53.06 36.00 1 1 I 12,292.00 8.53 40.03 307.1 53.06 36.00 12,293.00 8.53 40.03 307.1 53.06 36.00 12,294.00 8.53 40.03 307.1 53.06 36.00 12,295.00 8.53 40.03 307.2 53.06 36.00 I 12,296.00 8.53 40.03 307.2 53.07 36.00 12,297.00 8.53 40.03 307.2 53.07 36.00 12,298.00 8.53 40.03 307.2 53.07 36.00 12,299.00 8.53 40.03 307.2 53.07 36.00 I 12,300.00 8.53 40.03 307.2 53.07 36.00 1 1 1 1 1 ..! 1 1 1 1 I I Project Engineer: Boyle Engineering y: \...\jurupa- basin \dn_mainline_sta4715 run4.fm2 Boyle Engineering FlowMaster v6.1 [614n] 1 05/28/03 10:11:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 86 of 86 1 1 1 1 Appendix D Pressure Flow Calculations for 72 ", 84" & 96" Diameter Outlets ' 1 1 1 1 1 1 F305fGE to 1 �_� 0 a O L T_ ID I _ _ m CO co a C N W i to Li- 1 0. I 1 NCO O 01 n CX) c0 0 a0 0 10 M to n O 000 a to N c0 0 0 a n 00 to O G W c o O n Co CO CO CO O CO CO C O CO Co Co (D O r (O n CO O n C O O r Co M 0 co p. = to r a to LO LO N a CO n O O r LO CO CO to CO to r a to to CO N a CO U p CO r N CD 0 M 0 CO CD CO N CO N CO M 10 0 CD CO r N CD 0 M Co CD O CO O N N N N N N O O N M M a a a a 0 N N N N N N U. O O O O 0 0 O 0 O 0 O O 0 0 O O O 0 O 0 0 0 O O 0 0 0 ° 0 ° I v) N to co 0) CD CO 0 CO 0) 0 0 0 CO N N CO CC) 0 U) 00 CO CO 0) CO CO 0 to 0) 0 O o CO CO CO O CO O r o CO M o r n O n N a L O O 0 CO CO CO 0 CO 0 r 0 M C f0 O ,-- O O N a O M n O 0 0 0 r a Co O a CO O N N O N a O M n 0 0 0 0 ( r r r N N N CO M M r r N N N N r r r N N N M CO CO W I u 0) 0) 0) 0) O O O) 0) 0) 0) CO N n N CO CO CO N CO 'Cl 0) 0) O) 0) CO 0) 0) 0) 0) 0) j CO M M M M M M M M M N r 0 to C O N O O) ti CD M M M M M M M M CO M 0 co co E cC 0000(0(0(0 CO O n ri I- I� h t0 O O W O O O W O O O O to v D m �- 0 0 0 co o) O 0) co co D) 0 0 0 0 0 0 0 0 0 0 co co D) D) 0) 0) o) D) co O T C co co co co co co O O co oo 0) a) 0) a) o) 0) a) 0) rn 0) co ao 0o ( co m co ao O CO = Q ` r- n to co a 0) r- m 0) r- n n m to O r- o O n n o u) to 0) n CO CO 0 1 N 'W O r N N n a O a 1 a n CO N N n O v v v n CO N N n v O v V, v n CD CO 1- v 0 r N _ n N to n N m (0 o r N n N 6 n CO CO 0 m r N n N to n 0 0 o -,,, m O r N N N N N N 0 r N N N N N N 0 N N N N N N 0 ,(' v 0) 0) 0) O 0) 0) 0) O 0) 0) 0) 0) 0) 0) 0) 0) 0) O O O 0) CO 0) O 0) 0) 0) 0) 0) O n = CO t T W CO 0) a n CO O 0 0 n to a Co 0 III M CO O) CO to CO N n CO N CO CO 0 CO Cr: 'O N .-. M N n r to to N Co CD Co 0) D) 0) M M CD 0) to in CO n r n CO 0) a CO n 0) CO V I t W e. N (V a 6 CO n n h n n CA O a r CA O N a a CD N O r r r r Q. W V r N co O O O O O O O O O O O r r r r N N N N 0 O 0 O 0 6 d >' W CD n 0 CD N to O CO N n CD 0 to CO n Co N a CO O CO 0 M n n CO M a 0 CO p IV O r N r r N N CD M i() 0) CO 0) 0 CO N 0 CO a r n n CD 0 r 0) to a s CO N r C d W ( � E r : - (' 4 c ' 4 M 6 7- W ( CO e- r r N N M M CO M C9 0 r r N M CO V' a V• a r r r N CO CO a a a s d O C I CL O O (O (0 O (O O (O O O O n n n n n n n n n n O O CO O O CD CO (D O O a CO 0 0 0 CO 0) O O O O n n n n n n n h n n O) O CA 0 0 0 0 0 CD O C N N 0 0 0 0 0 0 0 0 0 0 0 00 O co W W W W 0 0 0 0 0 0 0 0 0 0 0 0 W N L > �p �.. O 0) 0) 0) O 0) 0) 0) 0) O 0) O 0) O 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) O 0) O 0) d 0 CD CO to CO CO to CO N to 00 m CO CO CO CO CO OO o CO CO m CO CO CO to CO to CO CO to O T a' • W O N I N c r o 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m :o N u) to CC) t to to o to to u) to CD CO O CO CD CD CO CD CD CD to to to o t to to If) ill u) to Y m C6 C6 M C6 C.7 ri C6 c-i ri ri of of of o) of of m of of a; ri ri ri ri ri ri ci ri ri ri L > p v O O O O 0) 0) 0) 0) 0) 0) O 0) 0) 0) 0) 0) 0) O O 0) 0) 0) O 0) 0) 0) O 0) O O p a d to to O to CD CO o O 0> a0 CO CO O to O O W 0> tD O 0 CD 0 tp 0 0 0 O O O m W N O M M M CO M CO M CO r) M 0) LL') 0 Co CO CD CD Co n co co M M M M r) M M CO n 7 V' V; V: a V: V: a a CO M n to a N r 0 CO a V; V; V' a V: V, V; V; M N V: ' ' C N= n n n n n n n n r 0- Co N O CO to co 00 o CO n n n n n n n n n n n cn d f0 w C a _.1 C a 7 O n n co co to CI) O n 00 CD n n n CO to ID O n CO O n n Co CO to ID co n co co 'O ri N n a n n N O to O O O N r CO co r CO V: CO CO CO r 0 n N 0 47 O O O N r L 111 _ CA M 00 ri a to 6 N - M n N tri n 6 Oi Di a IIs: Di M m M 4 tci n C) r r r r N N CO M M CO M r r N N N N N N r r r N N CO CO CO CO CO d (d W a w a C1 C M M M M M M M M M M CD to Co to to to Co M to Co M M M M M M M M M M N cn W c V O o o o o o o o o o o o o o o o o o o o o o o o o o o o o o ot C : O O O o O O O 6 O O O O O O O O O O O O O O O O O O O O O O = co 0 O to M O co n N N a O Co oo 0 0) 0) to 'Cr N a CO 0 n n N N o M 0) t V- • U N O (0 n N v 0) CO N CO CO CD V' o CO CO N O n O O o N N CO 0 CO CO CO V a O M to CO O N M a a a CD M to O to o O O D O O M CD n N O O O I N r r r r N N N N N N r r N N N N M M M r r N N N N N N N N W O N O CO N O N (O CO CO 0) 0) N CO V' CO CO N 0 CO CO n 0 CO M M 0) O O N CO O O V' N M a CD r r 0 CO r CO N N r V n 0 0 CO CO O n O N to O CO co E n' N CO M to n O M a 0 n to o o M n n N N a CO to a m a n o O V' N O C 0 L) O a n a 0 a n CO 00 0 10 0 0 n CO to CO 0) 0) a m n 0 0) u) n N n 'm CO CO a a Co CD CO CD CO CD CO N O CO CO O O r r r CO O O r CO CO a V_ V_ V: O r r r r r r r r r r r r r 1 a w a a a a a a a a a a O O O O O O O O O O a a a a a a a a a a co Is. n n n n n n n n n V V; a s V; V; V: a , v , a r r n n n n n n n N C O O O O O O O O O O N N (V N CV N N N N N O O O O O O O O O O N J ... to to Co to to M to to to to n n n n n n n n n n to to to Co co co co co to co U r a V' a a a V' a s V' a l6 w N N N N N N N N N N V• a a a a a a a a a O CD CD CO CD CO O CD O CD Ns n n n n y Q n n r- n n n O 00 0 0O 0 0 0 0 oo 0 0 0 0 moo 0 0 0 0 0 m V N a �. - L - - .c - L a CO CO N CO to n 0 O N CO CC) n N CO to n 00 0 N CO to n N M LO n CO O N r) 1C) n 0 r' I _ V' CO N CO 0 0 CO CO n r a CO N CO 0 to CO co n r V: CO N (O 0 to 0) co n r C N / � r W to 6 c0 (D n n n W CO O to to CO CO n n n 0 O O to 10 CD CO n n n 00 O O G M d = O C6 � J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N N N N N N N N N N a a a a a a a a a a CO CO CO O CO co CD co CO CO j CO n n n n n n n n n n co N N O Co co co O O CO 0 0 0 0 0 0 0 0 0 0 T O 1 1 Spillway Weir I Rating Table for Broad Crested Weir --' Project Description I Worksheet Weir - 1 Type Broad Crested Weir Solve For Discharge I Input Data Crest Elevation 928.00 ft I Tailwater Elevation 928.00 ft Crest Surface Type Paved Crest Breadth 48.00 ft Crest Length 150.00 ft Attribute Minimum Maximum Increment Headwater Elevation (ft) 927.00 930.00 0.10 -] Headwater Discharge Velocity Elevation (cfs) (ft/s) 1 (ft) 927.00 N/A N/A 927.10 N/A N/A I 927.20 N/A N/A 927.30 N/A N/A 927.40 N/A N/A 927.50 N/A N/A I 927.60 N/A N/A 927.70 N/A N/A 927.80 N/A N/A I 927.90 N/A N/A 928.00 N/A N/A 928.10 13.91 0.93 928.20 39.68 1.32 I 928.30 73.39 1.63 928.40 113.62 1.89 928.50 159.50 2.13 I 928.60 210.38 2.34 928.70 265.80 2.53 928.80 325.34 2.71 928.90 388.68 2.88 I 929.00 455.55 3.04 929.10 525.71 3.19 929.20 598.98 3.33 I 929.30 675.90 3.47 929.40 755.37 3.60 929.50 837.73 3.72 929.60 922.88 3.85 I 929.70 1,010.74 3.96 929.80 1,101.22 4.08 929.90 1,194.25 4.19 I 930.00 1,289.76 4.30 1 Project Engineer. Bill Flores • I y:\b99\ 190 \staff\billf\s20\spillway.fm2 Boyle Engineering FlowMaster v6.1 [614n] 06/18/03 11:50:41 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 1 1 1 Appendix E- 1995 Final Hydrology Hydrograph Analysis, San Sevaine Channel 1 1 1 1 1 1 1 1 1 1 /30YLE t aved: 6/18/2003 12:02 PM Page 1 of 91 I FLOOD R O U T I N G A N A L Y S I S U SING COUNTY HYDROLOGY MANUAL OF SAN BERNARDINO(1986) (c) Copyright 1989 -2000 Advanced Engineering Software (aes) Ver. 7.0 Release Date: 01/01/2000 License ID 1395 Analysis prepared by: BOYLE ENGINEERING CORPORATION 1131 WEST SIXTH STREET, SUITE 285 ONTARIO, CA 91762 TEL:(909) 933 -5225 I FAX:(909) 933 -5228 www.boyleengineering.com * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * + * + + * * * * * ** + * * * ** * * * * * * ** * APPENDIX E - 1995 FINAL HYDROLOGY HYDROGRAPH ANALYSIS, SAN SEVAINE CHAN * * MULTIDAY STORM WITH STORM CENTERING MODELING AT JURUPA BASIN * * STORM CENTER NO. 1 (TBL67 -1.DAT CONVERTED TO AES 2000 VERSION) * I ******************************************* * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** FILE NAME: OPTJ.DDD TIME /DATE OF STUDY: 12:02 06/18/2003 I FLOW PROCESS FROM NODE 301.00 TO NODE 214.00 IS CODE = 1 » » >SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS)*.* < I (UNIT- HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 3234.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.320 HOURS 111 CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. FOOTHILL S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.380 LOW LOSS FRACTION = 0.230 * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.59 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.21 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.60 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.24 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 5.06 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 12.24 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES I UNIT INTERVAL PERCENTAGE OF LAG -TIME = 26.042 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 ▪ __________ I 4S UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 1.822 712.515 2 7.341 2158.749 3 16.741 3676.251 I 4 37.915 8281.442 5 59.993 8634.922 6 69.562 3742.474 7 76.367 2661.564 8 81.339 1944.701 I 9 85.349 1568.354 10 88.516 1238.633 11 91.037 986.174 12 93.146 824.605 13 94.785 641.095 14 96.077 505.561 ll 15 96.955 343.172 16 97.772 319.530 17 98.102 129.038 18 98.237 52.711 7 19 98.371 52.652 20 98.506 52.685 1 21 98.641 52.682 22 98.775 52.741 23 98.910 52.685 24 99.045 52.622 ' y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD r I aved: 6/18/2003 12:02 PM Page 2 of 91 25 99.179 52.622 26 99.314 52.622 27 99.448 52.622 28 99.583 52.622 29 99.717 52.622 30 99.852 52.622 31 99.987 52.622 - 32 100.000 5.279 1 TOTAL SOIL -LOSS VOLUME (ACRE- FEET) = 718.3782 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 2433.9006 1 1 1 1 II 1 , 1 i HI 1 1 1 I 1 1 I 1 H _1 1 , . - Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 . I aved: 6/18/2003 12:02 PM Page 3 of 91 2 4 - H O U R S T O R M : _ _ _ _ _ _ _ F F H Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) _i (Note: Time indicated is at END of Each Unit Intervals) I TIME(HRS) VOLUME(AF) Q(CFS) 0. 850.0 1700.0 2550.0 3400.0 16.000 1525.5765 1501.29 Q V 16.083 1537.4480 1723.74 . . Q V . 16.167 1552.0620 2121.96 . . . QV . 16.250 1569.6567 2554.75 V Q 16.333 1592.4823 3314.27 V Q 16.417 1614.6399 3217.27 V Q 16.500 1630.4469 2295.18 . . VQ • 16.583 1644.6925 2068.47 . . . Q V . 16.667 1659.1788 2103.41 . . . Q V . II QV (2 16.750 1674.7834 2265.80 16.833 1690.7456 2317.71 16.917 1706.9993 236004 QV . 17.000 1723.5304 2400.32 . . . Q . 17.083 1740.1586 2414.41 . . . Q , 17.167 1756.6786 2398.70 . . . Q , 17.250 1772.7943 2340.00 . Q V. 17.333 1787.9534 2201.10 Q V. 17.417 1801.8263 2014.34 Q V. • 17.500 1815.1329 1932.13 . . . Q V. 17.583 1828.0645 1877.66 . . . Q V • I 17.667 1840.7087 1835.95 .Q V • 17.750 1853.0702 1794.88 .Q 17.833 1865.1697 1756.84 Q V V 17.917 1877.0359 1722.97 Q V TA 18.000 1888.6985 1693.42 . . Q. .V . I + + + ++ + + + + + ++ + + ++ ++ art+++++..*****,,,k+++.****** + + ++ + + + + + +++ + + + + + + + + + + + + + ++ + ++ ++ FLOW PROCESS FROM NODE 214.00 TO NODE 214.00 IS CODE = 3.1 » »»FLOW- THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1« «< =____ I INFLOW (STREAM 1) V effective depth II (and volume) V detention < - -> outflow basin dead basin outlet V storage OUTFLOW (STREAM 1) II ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW- THROUGH DETENTION BASIN SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 34.220 SPECIFIED DEAD STORAGE(AF) FILLED = 34.220 I SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: I INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 0.00 0.00 0.000 2 1.66 91.30 9.360 3 2.66 185.25 15.000 II 4 4.66 429.54 26.280 5 6.66 733.90 38.430 6 7.66 905.25 45.380 7 9.66 1282.02 59.280 8 11.66 1700.00 74.020 9 13.66 2155.78 90.470 ' 10 15.66 2646.16 106.920 11 17.66 3168.90 125.920 12 19.66 3722.20 145.440 13 21.66 4304.40 164.960 i ......========_..._.. MODIFIED -PULS BASIN ROUTING MODEL RESULTS(5- MINUTE COMPUTATION INTERVALS) (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) ..) CLOCK MEAN I TIME DEAD- STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 'Y: \B99 \190 \Staff \B111F \s20 \OPTJ.FLD Il a ved: 6/18/2003 12:02 PM Page 4 of 91 16.083 34.220 1723.74 0.00 12.07 1800.7 77.391 16.167 34.220 2121.96 0.00 12.32 1822.0 79.457 I 16.250 34.220 2554.75 0.00 12.86 1912.0 83.884 16.333 34.220 3314.27 0.00 13.88 2091.8 92.302 16.417 34.220 3217.27 0.00 14.65 2304.1 98.591 16.500 34.220 2295.18 0.00 14.57 2388.3 97.950 16.583 34.220 2068.47 0.00 14.33 2349.9 96.012 -- 16.667 34.220 2103.41 0.00 14.17 2300.7 94.653 16.750 34.220 2265.80 0.00 14.16 2279.1 94.561 16.833 34.220 2317.71 0.00 14.19 2281.5 94.811 95.278 16.917 34.220 2360.04 0.00 14.24 2292.2 17.000 34.220 2400.32 0.00 14.32 2308.5 95.910 17.083 34.220 2414.41 0.00 14.39 2326.9 96.513 17.167 34.220 2398.70 0.00 14.44 2341.8 96.905 II 17.250 34.220 2340.00 0.00 14.44 2346.9 96.857 17.333 34.220 2201.10 0.00 14.33 2332.7 95.951 17.417 34.220 2014.34 0.00 14.09 2290.8 94.047 17.500 34.220 1932.13 0.00 13.84 2231.7 91.984 17.583 34.220 1877.66 0.00 13.60 2171.3 89.962 17.667 34.220 1835.95 0.00 13.36 2115.1 88.040 II 17.750 34.220 1794.88 0.00 13.14 2062.9 86.194 17.833 34.220 1756.84 0.00 12.93 2012.9 84.431 17.917 34.220 1722.97 0.00 12.72 1965.3 82.761 18.000 34.220 1693.42 0.00 12.53 1920.5 81.197 18.083 34.220 1662.64 0.00 12.35 1878.3 79.712 18.167 34.220 1624.63 0.00 12.17 1837.4 78.247 II 18.250 34.220 1579.48 0.00 11.99 1796.4 76.753 18.333 34.220 1503.60 0.00 11.78 1752.0 75.042 18.417 34.220 1428.36 0.00 11.54 1701.9 73.158 18.500 34.220 1386.55 0.00 11.30 1649.8 71.344 18.583 34.220 1351.48 0.00 11.06 1599.9 69.634 18.667 34.220 1314.61 0.00 10.84 1552.4 67.996 18.750 34.220 1288.26 0.00 10.64 1507.7 66.484 65.102 18.833 34.220 1266.03 0.00 10.45 1466.7 18.917 34.220 1246.34 0.00 10.28 1429.3 63.843 19.000 34.220 1226.83 0.00 10.12 1395.0 62.684 19.083 34.220 1208.77 0.00 9.98 1363.5 61.619 111 19.167 34.220 1192.00 0.00 9.84 1334.4 60.638 19.250 34.220 1176.69 0.00 9.72 1307.7 59.736 19.333 34.220 1161.90 0.00 9.61 1283.3 58.899 19.417 34.220 1148.73 0.00 9.49 1261.2 58.125 19.500 34.220 1136.41 0.00 9.39 1240.9 57.405 19.583 34.220 1124.43 0.00 9.29 1222.1 56.732 19.667 34.220 1113.69 0.00 9.20 1204.5 56.107 19.750 34.220 1103.43 0.00 9.12 1188.1 55.524 19.833 34.220 1093.50 0.00 9.04 1172.8 54.978 19.917 34.220 1083.89 0.00 8.97 1158.4 54.464 20.000 34.220 1074.59 0.00 8.90 1144.9 53.980 20.083 34.220 1065.56 0.00 8.83 1132.1 53.521 II 20.167 34.220 1056.81 0.00 8.77 1120.0 53.086 20.250 34.220 1048.31 0.00 8.71 1108.5 52.671 20.333 34.220 1040.05 0.00 8.65 1097.5 52.275 20.417 34.220 1032.01 0.00 8.60 1087.0 51.897 20.500 34.220 1024.19 0.00 8.55 1077.0 51.533 20.583 34.220 1016.58 0.00 8.50 1067.3 51.184 20.667 34.220 1009.47 0.00 8.45 1058.0 50.849 20.750 34.220 1002.60 0.00 8.40 1049.2 50.529 20.833 34.220 995.91 0.00 8.36 1040.6 50.221 20.917 34.220 989.39 0.00 8.31 1032.4 49.924 21.000 34.220 983.03 0.00 8.27 1024.5 49.638 21.083 34.220 976.84 0.00 8.23 1016.9 49.362 II 21.167 34.220 970.80 0.00 8.19 1009.6 49.095 21.250 34.220 964.91 0.00 8.16 1002.4 48.837 21.333 34.220 959.16 0.00 8.12 995.5 48.586 21.417 34.220 953.54 0.00 8.09 988.9 48.343 21.500 34.220 948.04 0.00 8.05 982.4 48.106 ' 21.583 34.220 942.67 0.00 8.02 976.0 47.877 21.667 34.220 937.42 0.00 7.99 969.9 47.653 47.435 21.750 34.220 932.28 0.00 7.96 963.9 21.833 34.220 927.25 0.00 7.93 958.1 47.223 21.917 34.220 922.33 0.00 7.90 952.4 47.016 22.000 34.220 917.51 0.00 7.87 946.9 46.814 I 22.083 34.220 912.79 0.00 7.84 941.4 46.616 22.167 34.220 908.16 0.00 7.81 936.2 46.424 46.235 22.250 34.220 903.63 0.00 7.78 931.0 22.333 34.220 899.18 0.00 7.76 925.9 46.051 22.417 34.220 894.83 0.00 7.73 921.0 45.871 22.500 34.220 890.54 0.00 7.71 916.2 45.694 i 22.583 34.220 886.34 0.00 7.68 911.4 45.522 22.667 34.220 882.22 0.00 7.66 906.8 45.352 22.750 34.220 878.17 0.00 7.63 902.5 45.185 22.833 34.220 874.20 0.00 7.61 898.4 45.018 22.917 34.220 870.29 0.00 7.58 894.3 44.853 23.000 34.220 866.46 0.00 7.56 890.2 44.689 II 23.083 34.220 862.69 0.00 7.54 886.2 44.527 23.167 34.220 858.99 0.00 7.51 882.2 44.367 23.250 34.220 855.35 0.00 7.49 878.3 44.209 23.333 34.220 851.76 0.00 7.47 874.4 44.052 23.417 34.220 848.23 0.00 7.45 870.6 43.898 23.500 34.220 844.76 0.00 7.42 866.8 43.746 II 23.583 34.220 841.35 0.00 7.40 863.1 43.596 23.667 34.220 837.99 0.00 7.38 859.5 43.448 23.750 34.220 834.69 0.00 7.36 855.8 43.303 23.833 34.220 831.44 0.00 7.34 852.3 43.159 23.917 34.220 828.23 0.00 7.32 848.8 43.018 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME - 2433.902 AF BASIN STORAGE = 34.220 AF (WITH 34.220 AF INITIALLY FILLED) \899 \190 \Staff \Bi1lF \s20 \OPTJ.FLD III ved: 6/18/2003 12:02 PM II Page 5 of 91 OUTFLOW VOLUME = 2433.901 AF LOSS VOLUME = 0.000 AF ******************************************** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** FLOW PROCESS FROM NODE 214.00 TO NODE 114.00 IS CODE = 5.2 ■ -- » »*MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD «*« lir .. ___ = == - THE = MODIFIED C ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, I U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 14.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 II DOWNSTREAM ELEVATION(FT) = 32.64 CHANNEL LENGTH(FT) 3200.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 ' CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 2388.31 AVERAGE FLOWRATE IN EXCESS OF 50' MAXIMUM INFLOW = 1795.96 CHANNEL NORMAL VELOCITY FOR Q = 1795.96 CFS = 29.65 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.946 ' MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 0.999 -- CONVEX METHOD CHANNEL ROUTING RESULTS: J OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 1840.45 1866.69 1866.69 16.083 1800.74 1814.32 1814.32 16.167 1822.01 1814.78 1814.78 II 16.250 1911.96 1881.28 1881.28 16.333 2091.85 2030.46 2030.46 16.417 2304.14 2231.67 2231.67 16.500 2388.31 2359.52 2359.52 16.583 2349.87 2362.94 2362.94 16.667 2300.73 2317.50 2317.50 I 16.750 2279.11 2286.50 2286.50 2280.67 16.833 2281.46 2280.67 16.917 2292.15 2288.50 2288.50 17.000 2308.54 2302.95 2302.95 17.083 2326.94 2320.66 2320.66 17.167 2341.76 2336.70 2336.70 II 17.250 2346.90 2345.14 2345.14 17.333 2332.68 2337.53 2337.53 17.417 2290.80 2305.09 2305.09 17.500 2231.67 2251.85 2251.85 17.583 2171.31 2191.92 2191.92 I 17.667 2115.07 2134.28 2134.28 17.750 2062.87 2080.70 2080.70 17.833 2012.87 2029.95 2029.95 17.917 1965.32 1981.56 1981.56 - j 18.000 1920.53 1935.83 -.... 1935.83 =__ _________ I PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 2433.900 AF OUTFLOW VOLUME = 2433.901 AF LOSS VOLUME 0.000 AF II FLOW PROCESS FROM NODE 158.00 TO NODE 114.00 IS CODE = 1 » »*SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< II (UNIT- HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 4853.000 ACRES HASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.460 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. II THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. FOOTHILL S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.390 LOW LOSS FRACTION = 0.240 II * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.63 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.32 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.74 j SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.53 II SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 5.55 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 12.96 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: \B99 \190 \Staff \BillF \s20 \OPTJ.FLD i II ved: 6/18/2003 12:02 PM Page 6 of 91 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 I 1-HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 -- UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES I UNIT INTERVAL PERCENTAGE OF LAG -TIME = 18.116 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 IlL UNIT HYDROGRAPH DETERMINATION I INTERVAL "S" GRAPH UNIT HYDROGRAPH . NUMBER MEAN VALUES ORDINATES(CFS) 1 1.192 699.758 2 4.323 1837.609 I/ 3 9.081 2792.071 4 15.792 3939.142 5 26.926 6534.625 6 47.997 12366.635 7 60.489 7331.759 8 67.334 4017.561 I 9 72.642 3115.266 10 77.045 2584.136 11 80.404 1971.072 12 83.519 1828.540 13 86.066 1494.897 w.7 14 88.232 1271.032 111 15 90.044 1063.796 16 91.693 967.497 17 93.105 828.602 18 94.321 713.818 19 95.305 577.645 20 - 96.161 502.352 ' 21 96.754 348.084 22 97.338 342.957 23 97.890 323.532 24 98.081 112.441 25 98.175 55.112 26 98.269 54.862 27 98.363 55.112 28 98.456 54.924 29 98.550 55.050 30 98.644 55.050 31 98.737 55.050 32 98.831 54.924 I 33 98.925 54.924 34 99.019 55.180 35 99.112 54.924 36 99.206 54.924 37 99.299 54.924 38 99.393 54.924 I 39 99.487 54.924 40 99.580 54.924 41 99.674 54.924 -1 42 99.767 54.924 ) 43 99.861 54.924 44 99.954 54.924 45 100.000 26.710 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 1189.8278 I TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 3818.8245 1 1 II \B99 \190 \Staff \Bi11F \s2O \OPTJ.FLD 'aved: 6/18/2003 12:02 PM • Page 7 of 91 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H ! HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS) _ (Note: Time indicated is at END of Each Unit Intervals) II TIME (HRS) VOLUME (AF) Q(CFS) 0. 1325.0 2650.0 3975.0 5300.0 16.000 2345.0771 2542.63 . Q. V . 16.083 2363.7744 2714.84 . . Q V . I 16.167 2384.5012 3009.55 . Q V 16.250 2407.2981 3310.11 QV 16.333 2432.7798 3699.94 V Q 16.417 2462.4722 4311.34 V . Q 16.500 2498.4734 5227.38 . . . V . Q. 16.583 2527.2822 4183.04 . . . V .Q . 16.667 2551.2407 3478.79 II 4 16.750 2574.3018 3348.46 QV QV 16.833 2598.8396 3562.91 . 17.000 2649.9331 3756.47 . . . VQ . . 17.083 2676.0278 3788.96 . . . Q . . 17.167 2702.2300 3804.57 Q . 17.250 2728.3037 3785.91 Q . 17.333 2754.2217 3763.30 Q . 17.417 2779.4634 3665.10 Q V. 17.500 2803.0986 3431.85 . . . Q V. . 17.583 2825.6619 3276.19 . . . Q V. . II Q V. Q 17.667 2847.6208 3188.45 17.750 2868.9758 3100.76 V 17.833 2889.9319 3042.81 . Q V 17.917 2910.500.. . . V . 18.000 2930.4731 2900.01 . . .4 V . ill ********************************************* * * * * * * * * * * * * *** * * ** * * * ** * * * * * ** FLOW PROCESS FROM NODE 601.00 TO NODE 530.00 IS CODE = 1 » »>SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS)< < < = = (UNI _____ _______ (UNIT-HYDROGRAPH ADDED TO STREAM #1) II WATERSHED AREA = 1567.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.410 HOURS I CAUTION: LAG TIME I5 LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.410 LOW LOSS FRACTION = 0.320 II * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.59 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.18 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.54 II SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.03 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.60 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 10.62 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 I 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 - HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 II UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 20.325 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 II MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 _= = UNIT HYDROGRAPH DETERMINATION II INTERVAL NUMBER "S" GRAPH UNIT HYDROGRAPH MEAN VALUES ORDINATES(CFS) 1 1.173 222.322 II 2 4.820 691.150 3 13.855 1712.179 4 26.280 2354.741 5 41.850 2950.506 6 59.063 3262.134 .,,I 7 73.640 2762.498 II 8 83.397 1848.941 9 89.704 1195.291 10 93.733 763.499 11 96.260 478.953 ' Y: \399 \190 \Staff \Bi11F \s20 \OPTJ.FLD I a 6/18/2003 12:02 PM Page 8 of 91 12 97.785 288.884 13 98.357 108.526 I 14 98.738 72.215 15 99.120 72.231 16 99.501 72.215 17 99.882 72.215 18 100.000 22.405 II TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 418.2812 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 907.0260 II II i 1 II 1 1 1 II II II II I/ 'Y: \B99 \190 \Staff \BillF \s20 \OPTJ.FLD aved: 6/18/2003 12:02 PM Page 9 of 91 2 - H O U R R STORM R U N O F F H Y D R O G R A P H _ __ = HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) _ - -.. (Note: Time indicated is at END of Each Unit Intervals) ' TIME(HRS) VOLUME(AF) Q(CFS) 0. 325.0 650.0 975.0 1300.0 16.000 563.4932 564.07 . . Q V . 16.083 567.8230 628.69 . . Q. V . 16.167 573.0704 761.92 . . . Q V . I 16.250 579.8847 989.44 V Q 16.333 587.7382 1140.33 V Q 16.417 596.4113 1259.33 V Q . 16.500 605.3511 1298.06 . . . V . Q. 16.583 613.5832 1195.31 . . . V Q . 16.667 620.7061 1034.25 . V .Q . 16.750 627.2048 943.61 V Q. 16.833 633.5272 918.00 VQ . 16.917 639.8724 921.34 Q • 17.000 646.2686 928.73 . . • Q . . 17.083 652.6498 926.55 . . . Q . • 17.167 659.0872 934.72 QV. 17.250 665.4636 925.86 QV. 17.333 671.6565 899.20 Q V. 17.417 677.5363 853.74 Q V. • 17.500 682.9784 790.20 . . . Q V 17.583 688.0533 736.89 . . • Q V . 17.667 692.8802 700.86 .4 V 17.750 697.5284 674.92 Q V 17.833 702.0361 654.51 Q V 17.917 706.4310 638.15 Q V -1 18.000 710.7360 625.07 . . Q. .V . FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE = 3.1 » »>FLOW- THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1««< 111 INFLOW (STREAM 1) I V effective depth I I (and volume) V detention < - -> outflow basin V I dead basin outlet storage OUTFLOW (STREAM 1) I ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW - THROUGH DETENTION BASIN SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 0.000 I SPECIFIED DEAD STORAGE(AF) FILLED = 0.000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 259.539 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: I INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 0.00 0.00 0.000 2 2.08 39.39 5.490 3 6.08 218.28 55.190 II 4 10.08 361.65 171.220 5 14.08 529.32 356.260 6 17.08 661.73 540.090 7 18.08 732.74 609.900 8 22.08 1057.56 905.200 9 26.08 1483.37 1215.050 I 10 30.08 1844.07 1538.430 11 34.08 2303.69 1875.310 12 38.08 2675.16 2226.040 13 42.08 3046.64 2591.270 14 46.08 3405.75 2971.430 I 15 48.08 3550.77 3167.070 16 50.08 5649.95 3367.470 17 52.08 9376.63 3572.540 MODIFIED -PULS BASIN ROUTING MODEL RESULTS(5- MINUTE COMPUTATION INTERVALS): ' (Note: Computed EFFECTIVE DEPTH and VOLUME are' estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD 'awed: 6/18/2003 12:02 PM Page 10 of 91 CLOCK MEAN TIME DEAD - STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE I (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 0.083 0.000 18.16 0.00 11.93 440.4 256.631 _ 0.167 0.000 68.38 0.00 11.87 437.9 254.086 0.250 0.000 156.93 0.00 11.83 435.9 252.165 0.333 0.000 285.36 0.00 11.81 434.5 251.138 I 0.417 0.000 486.26 0.00 11.82 434.2 251.496 0.500 0.000 821.78 0.00 11.87 435.6 254.156 0.583 0.000 1057.59 0.00 11.96 438.7 258.418 0.667 0.000 1224.95 0.00 12.08 443.1 263.803 0.750 0.000 1371.77 0.00 12.22 448.4 270.162 0.833 0.000 1502.91 0.00 12.37 454.6 277.382 I 0.917 0.000 1613.46 0.00 12.55 461.4 285.316 1.000 0.000 1713.90 0.00 12.73 468.9 293.890 1.083 0.000 1802.06 0.00 12.93 476.9 303.016 1.167 0.000 1881.95 0.00 13.14 485.4 312.634 1.250 0.000 1952.20 0.00 13.35 494.3 322.675 1.333 0.000 2014.99 0.00 13.58 503.6 333.084 1.417 0.000 2069.81 0.00 13.81 513.2 343.804 1.500 0.000 2116.97 0.00 14.05 523.0 354.782 1.583 0.000 2156.78 0.00 14.24 532.1 365.971 1.667 0.000 2191.63 0.00 14.42 540.4 377.343 1.750 0.000 2220.25 0.00 14.61 548.7 388.855 1.833 0.000 2246.35 0.00 14.80 557.0 400.490 1.917 0.000 2269.81 0.00 14.99 565.4 412.228 2.000 0.000 2287.27 0.00 15.19 573.9 424.029 2.083 0.000 2302.03 0.00 15.38 582.4 435.872 2.167 0.000 2315.70 0.00 15.57 590.9 447.750 2.250 0.000 2328.28 0.00 15.77 599.5 459.656 I 2.333 0.000 2340.13 0.00 15.96 608.1 471.585 2.417 0.000 2351.20 0.00 16.16 616.7 483.531 2.500 0.000 2361.78 0.00 16.35 625.3 495.490 2.583 0.000 2371.78 0.00 16.55 633.9 507.459 2.667 0.000 2381.44 0.00 16.74 642.5 519.435 2.750 0.000 2390.55 0.00 16.94 651.2' 531.414 1 2.833 0.000 2399.35 0.00 17.13 660.3 543.391 2.917 0.000 2407.71 0.00 17.30 671.2 555.350 3.000 0.000 2415.89 0.00 17.47 683.3 567.283 3.083 0.000 2423.74 0.00 17.64 695.4 579.186 3.167 0.000 2431.51 0.00 17.81 707.5 591.059 3.250 0.000 2439.03 0.00 17.98 719.6 602.901 i 3.333 0.000 2446.54 0.00 18.15 731.8 614.710 3.417 0.000 2453.85 0.00 18.30 744.5 626.482 3.500 0.000 2461.20 0.00 18.46 757.4 638.216 3.583 0.000 2468.40 0.00 18.62 770.3 649.911 3.667 0.000 2475.67 0.00 18.78 783.2 661.567 3.750 0.000 2482.23 0.00 18.94 796.0 673.181 I 3.833 0.000 2488.33 0.00 19.09 808.7 684.749 3.917 0.000 2494.33 0.00 19.25 821.4 696.270 4.000 0.000 2500.45 0.00 19.41 834.1 707.747 4.083 0.000 2506.47 0.00 19.56 846.7 719.178 4.167 0.000 2512.63 0.00 19.71 859.2 730.565 4.250 0.000 2518.70 0.00 19.87 871.7 741.908 111 4.333 0.000 2524.92 0.00 20.02 884.2 753.208 4.417 0.000 2531.07 0.00 20.17 896.6 764.465 4.500 0.000 2537.37 0.00 20.33 908.9 775.680 4.583 0.000 2543.60 0.00 20.48 921.2 786.853 4.667 0.000 2549.99 0.00 20.63 933.5 797.986 I 4.750 0.000 2556.31 0.00 20.78 945.7 809.078 4.833 0.000 2562.81 0.00 20.93 957.9 820.131 4.917 0.000 2569.24 0.00 21.08 970.0 831.145 5.000 0.000 2575.85 0.00 21.23 982.1 842.121 5.083 0.000 2582.39 0.00 21.37 994.2 853.059 5.167 0.000 2589.12 0.00 21.52 1006.2 863.961 5.250 0.000 2595.78 0.00 21.67 1018.2 874.826 5.333 0.000 2602.64 0.00 21.82 1030.1 885.656 5.417 0.000 2609.44 0.00 21.96 1042.0 896.451 5.500 0.000 2616.44 0.00 22.11 1054.1 907.211 5.583 0.000 2623.41 0.00 22.24 1067.7 917.925 5.667 0.000 2630.67 0.00 22.38 1082.4 928.588 111 5.750 0.000 2637.90 0.00 22.52 1097.0 939.201 5.833 0.000 2645.33 0.00 22.66 1111.5 949.764 5.917 0.000 2652.66 0.00 22.79 1126.0 960.278 6.000 0.000 2660.20 0.00 22.93 1140.4 970.745 6.083 0.000 2667.66 0.00 23.06 1154.8 981.164 6.167 0.000 2675.32 0.00 23.19 1169.1 991.538 i 6.250 0.000 2682.91 0.00 23.33 1183.3 1001.865 6.333 0.000 2690.72 0.00 23.46 1197.5 1012.150 6.417 0.000 2698.46 0.00 23.59 1211.6 1022.390 6.500 0.000 2706.43 0.00 23.72 1225.6 1032.588 6.583 0.000 2714.32 0.00 23.86 1239.6 1042.745 6.667 0.000 2722.47 0.00 23.99 1253.5 1052.862 I 6.750 0.000 2730.53 0.00 24.12 1267.4 1062.938 6.833 0.000 2738.84 0.00 24.25 1281.2 1072.977 6.917 0.000 2747.10 0.00 24.38 1295.0 1082.978 7.000 0.000 2755.60 0.00 24.50 1308.7 1092.943 7.083 0.000 2764.04 0.00 24.63 1322.4 1102.871 7.167 0.000 2772.75 0.00 24.76 1336.0 1112.766 7.250 0.000 2781.38 0.00 24.89 1349.6 1122.627 7.333 0.000 2790.29 0.00 25.01 1363.1 1132.456 7.417 0.000 2799.12 0.00 25.14 1376.6 1142.253 7.500 0.000 2808.25 0.00 25.27 1390.0 1152.021 7.583 0.000 2817.31 0.00 25.39 1403.4 1161.758 I 7.667 0.000 2826.67 0.00 25.52 1416.8 1171.468 7.750 0.000 2835.95 0.00 25.64 1430.1 1181.150 7.833 0.000 2845.55 0.00 25.77 1443.4 1190.806 7.917 0.000 2855.07 0.00 25.89 1456.7 1200.437 III Y:\B99\190\Staff\BillF\s20\OPTJ.FLD II I ved: 6/18/2003 12:02 PM Page 11 of 91 8.000 0.000 2864.92 0.00 26.02 1469.9 1210.045 8.083 0.000 2874.69 0.00 26.14 1482.5 1219.633 I 8.167 0.000 2884.80 0.00 26.26 1493.8 1229.213 8.250 0.000 2894.83 0.00 26.37 1504.5 1238.788 8.333 0.000 2905.21 0.00 26.49 1515.2 1248.361 --� 8.417 0.000 2915.52 0.00 26.61 1525.9 1257.932 ! 8.500 0.000 2926.19 0.00 26.73 1536.5 1267.503 - 8.583 0.000 2936.78 0.00 26.85 1547.2 1277.073 8.667 0.000 2947.75 0.00 26.97 1557.9 1286.645 8.750 0.000 2958.64 0.00 27.08 1568.6 1296.218 8.833 0.000 2969.93 0.00 27.20 1579.2 1305.796 8.917 0.000 2981.14 0.00 27.32 1589.9 1315.377 9.000 0.000 2992.76 0.00 27.44 1600.6 1324.965 9.083 0.000 3004.30 0.00 27.56 1611.3 1334.558 I 9.167 0.000 3016.27 0.00 27.68 1622.0 1344.161 9.250 0.000 3028.16 0.00 27.80 1632.7 1353.771 9.333 0.000 3040.49 0.00 27.91 1643.5 1363.392 9.417 0.000 3052.76 0.00 28.03 1654.2. 1373.024 9.500 0.000 3065.48 0.00 28.15 1665.0 1382.670 9.583 0.000 3078.14 0.00 28.27 1675.7 1392.328 9.667 0.000 3091.27 0.00 28.39 1686.5 1402.003 9.750 0.000 3104.34 0.00 28.51 1697.3 1411.693 9.833 0.000 3117.91 0.00 28.63 1708.1 1421.403 9.917 0.000 3131.42 0.00 28.75 1719.0 1431.130 10.000 0.000 3145.44 0.00 28.87 1729.8 1440.880 I 10.083 0.000 3159.41 0.00 28.99 1740.7 1450.650 10.167 0.000 3173.92 0.00 29.12 1751.6 1460.446 10.250 0.000 3188.38 0.00 29.24 1762.6 1470.266 10.333 0.000 3203.40 0.00 29.36 1773.5 1480.113 10.417 0.000 3218.38 0.00 29.48 1784.5 1489.988 10.500 0.000 3233.96 0.00 29.60 1795.6 1499.895 I 10.583 0.000 3249.50 0.00 29.73 1806.6 1509.832 10.667 0.000 3265.66 0.00 29.85 1817.7 1519.804 10.750 0.000 3281.79 0.00 29.97 1828.9 1529.810 10.833 0.000 3298.57 0.00 30.10 1840.2 1539.853 j 10.917 0.000 3315.33 0.00 30.22 1852.9 1549.925 9 11.000 0.000 3332.79 0.00 30.34 1866.6 1560.023 ill 11.083 0.000 3350.23 0.00 30.46 1880.4 1570.145 11.167 0.000 3368.40 0.00 30.58 1894.3 1580.298 11.250 0.000 3386.56 0.00 30.70 1908.1 1590.480 11.333 0.000 3405.50 0.00 30.82 1922.1 1600.697 11.417 0.000 3424.45 0.00 30.94 1936.0 1610.947 II ' 11.500 0.000 3444.22 0.00 31.06 1950.0 1621.238 11.583 0.000 3464.00 0.00 31.19 1964.1 1631.568 11.667 0.000 3484.67 0.00 31.31 1978.2 1641.943 11.750 0.000 3505.36 0.00 31.43 1992.4 1652.363 11.833 0.000 3526.99 0.00 31.56 2006.7 1662.833 11.917 0.000 3548.68 0.00 31.68 2021.0 1673.354 12.000 0.000 3571.36 0.00 31.81 2035.4 1683.933 I 12.083 0.000 3601.91 0.00 31.93 2049.9 1694.622 12.167 0.000 3647.45 0.00 32.06 2064.6 1705.523 12.250 0.000 3709.34 0.00 32.20 2079.7 1716.746 12.333 0.000 3790.78 0.00 32.34 2095.3 1728.423 12.417 0.000 3905.97 0.00 32.48 2111.7 1740.780 12.500 0.000 4082.22 0.00 32.64 2129.3 1754.230 12.583 0.000 4210.18 0.00 32.81 2148.2 1768.431 12.667 0.000 4302.19 0.00 32.99 2167.9 1783.130 12.750 0.000 4380.49 0.00 33.16 2188.2 1798.228 12.833 0.000 4450.35 0.00 33.35 2209.1 1813.664 12.917 0.000 4510.98 0.00 33.53 2230.3 1829.371 I 13.000 0.000 4568.22 0.00 33.72 2251.9 1845.323 13.083 0.000 4619.63 0.00 33.92 2273.8 1861.479 13.167 0.000 4668.06 0.00 34.11 2295.6 1877.819 13.250 0.000 4713.09 0.00 34.30 2315.1 1894.334 I 13.333 0.000 4756.90 0.00 34.49 2332.7 1911.029 13.417 0.000 4798.30 0.00 34.68 2350.4 1927.888 I 13.500 0.000 4838.40 0.00 34.87 2368.4 1944.899 13.583 0.000 4876.29 0.00 35.07 2386.5 1962.046 13.667 0.000 4913.99 0.00 35.27 2404.7 1979.328 13.750 0.000 4949.87 0.00 35.46 2423.1 1996.730 13.833 0.000 4986.67 0.00 35.66 2441.6 2014.258 13.917 0.000 5023.24 0.00 35.87 2460.2 2031.910 I 14.000 0.000 5059.24 0.00 36.07 2479.0 2049.680 14.083 0.000 5113.79 0.00 36.27 2497.9 2067.696 14.167 0.000 5204.25 0.00 36.49 2517.3 2086.202 14.250 0.000 5337.25 0.00 36.71 2537.3 2105.485 14.333 0.000 5517.43 0.00 36.94 2558.3 2125.865 14.417 0.000 5776.62 0.00 37.19 2580.7 2147.876 I 14.500 0.000 6169.04 0.00 37.47 2605.4 2172.419 14.583 0.000 6439.65 0.00 37.77 2632.3 2198.641 14.667 0.000 6612.65 0.00 38.08 2660.6 2225.859 14.750 0.000 6744.91 0.00 38.38 2689.2 2253.791 14.833 0.000 6846.98 0.00 38.70 2717.8 2282.229 14.917 0.000 6922.44 0.00 39.01 2746.9 2310.986 I 15.000 0.000 6980.97 0.00 39.33 2776.3 2339.944 15.083 0.000 7020.15 0.00 39.65 2805.8 2368.969 15.167 0.000 7042.80 0.00 39.96 2835.3 2397.946 15.250 0.000 7052.64 0.00 40.28 2864.7 2426.789 15.333 0.000 7049.95 0.00 40.59 2893.9 2455.412 I 15.417 0.000 7005.09 0.00 40.90 2922.8 2483.528 15.500 0.000 6890.34 0.00 41.20 2950.9 2510.659 15.583 0.000 6699.18 0.00 41.48 2977.7 2536.290 15.667 0.000 6428.23 0.00 41.74 3002.7 2559.881 15.750 0.000 6031.71 0.00 ' 41.96 3025.2 2580.587 15.833 0.000 5431.92 0.00 42.14 3043.9 2597.033 15.917 0.000 5085.48 0.00 42.29 3058.7 2610.991 16.000 0.000 4973.39 0.00 42.43 3071.5 2624.090 16.083 0.000 5157.85 0.00 42.58 3084.4 2638.370 16.167 0.000 5586.24 0.00 42.76 3099.2 2655.498 Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 II aved: 6/18/2003 12:02 PM Page 12 of 91 16.250 0.000 6180.83 0.00 42.98 3117.3 2676.597 16.333 0.000 6870.73 0.00 43.25 3139.4 2702.295 II 16.417 0.000 7802.33 0.00 43.58 3166.6 2734.221 16.500 0.000 8884.96 0.00 44.00 3200.2 2773.373 16.583 0.000 7741.29 0.00 44.32 3233.3 2804.419 16.667 0.000 6830.54 0.00 44.58 3259.6 2829.012 16.750 0.000 6578.57 0.00 44.82 3281.9 2851.717 - -; 16.833 0.000 6761.57 0.00 45.07 3303.9 2875.530 16.917 0.000 6872.14 0.00 45.33 3326.7 2899.948 17.000 0.000 6988.14 0.00 45.59 3350.1 2925.003 17.083 0.000 7036.16 0.00 45.86 3373.8 2950.226 17.167 0.000 7075.99 0.00 46.12 3397.3 2975.562 17.250 0.000 7056.91 0.00 46.38 3418.1 3000.623 17.333 0.000 7000.03 0.00 46.63 3436.5 3025.165 ' 17.417 0.000 6823.93 0.00 46.87 3454.2 3048.373 17.500 0.000 6473.90 0.00 47.08 3470.5 3069.058 17.583 0.000 6205.00 0.00 47.27 3485.1 3087.790 17.667 0.000 6023.59 0.00 47.45 3498.4 3105.181 17.750 0.000 5856.38 0.00 47.61 3510.9 3121.335 17.833 0.000 5727.27 0.00 47.77 3522.5 3136.520 II 17.917 0.000 5606.31 0.00 47.91 3533.4 3150.796 18.000 0.000 5460.91 0.00 48.05 3543.6 3164.000 18.083 0.000 5345.28 0.00 48.17 3596.6 3176.044 ' 18.167 0.000 5236.56 0.00 48.28 3700.2 3186.625 18.250 0.000 5119.72 0.00 48.37 3803.1 3195.693 I 18.333 0.000 4981.88 0.00 48.44 3890.0 3203.213 18.417 0.000 4812.49 0.00 48.50 3960.1 3209.083 18.500 0.000 4586.70 0.00 48.54 4011.6 3213.044 18.583 0.000 4412.01 0.00 48.56 4045.6 3215.568 18.667 0.000 4275.84 0.00 48.58 4066.3 3217.011 18.750 0.000 4157.44 0.00 48.58 4076.8 3217.566 II 18.833 0.000 4050.18 0.00 48.58 4078.7 3217.370 18.917 0.000 3954.55 0.00 48.57 4073.4 3216.552 19.000 0.000 3869.68 0.00 48.56 4062.1 3215.226 19.083 0.000. 3794.90 0.00 48.54 4046.1 3213.496 J 1 19.167 0.000 3726.92 0.00 48.52 4026.3 3211.434 19.250 0.000 3664.06 0.00 48.50 4003.3 3209.098 19.333 0.000 3605.18 0.00 48.47 3977.6 3206.534 19.417 0.000 3550.55 0.00 48.45 3949.8 3203.784 19.500 0.000 3499.83 0.00 48.42 3920.2 3200.889 19.583 0.000 3452.26 0.00 48.39 3889.3 3197.880 19.667 0.000 3406.51 0.00 48.36 3857.2 3194.776 • 19.750 0.000 3359.20 0.00 48.32 3824.2 3191.573 II 19.833 19.917 0.000 3314.79 0.00 48.29 3790.3 3188.299 0.000 3277.55 0.00 48.26 3755.9 3185.004 20.000 0.000 3244.26 0.00 48.23 3721.4 3181.719 20.083 0.000 3212.15 0.00 48.19 3687.1 3178.448 20.167 0.000 3180.40 0.00 48.16 3652.9 3175.194 20.250 0.000 3149.74 0.00 48.13 3618.9 3171.962 II 20.333 20.417 0.000 3120.07 0.00 48.10 3585.2 3168.759 0.000 3091.34 0.00 48.06 3559.0 3165.538 20.500 0.000 3063.47 0.00 48.03 3548.4 3162.198 20.583 0.000 3036.39 0.00 47.99 3545.9 3158.690 20.667 0.000 3010.09 0.00 47.96 3543.2 3155.018 20.750 0.000 2985.13 0.00 47.92 3540.4 3151.194 II 20.833 0.000 2961.46 0.00 47.88 3537.5 3147.227 20.917 0.000 2938.54 0.00 47.84 3534.5 3143.122 21.000 0.000 2916.31 0.00 47.79 3531.4 3138.886 21.083 0.000 2894.73 0.00 47.75 3528.3 3134.523 21.167 0.000 2873.76 0.00 47.70 3525.0 3130.038 21.250 0.000 2853.37 0.00 47.65 3521.6 3125.436 II 21.333 0.000 2833.52 0.00 47.61 3518.2 3120.721 21.417 0.000 2814.18 0.00 47.56 3514.6 3115.897 21.500 0.000 2795.33 0.00 47.51 3511.0 3110.968 -+ 21.583 0.000 2776.95 0.00 47.46 3507.3 3105.938 21.667 0.000 2759.00 0.00 47.40 3503.6 3100.811 21.750 0.000 2741.73 0.00 47.35 3499.7 3095.590 21.833 0.000 2725.10 0.00 47.30 3495.8 3090.282 21.917 0.000 2708.87 0.00 47.24 3491.9 3084.890 22.000 0.000 2693.02 0.00 47.18 3487.8 3079.416 22.083 0.000 2677.52 0.00 47.13 3483.7 3073.864 22.167 0.000 2662.37 0.00 47.07 3479.6 3068.236 I 22.250 0.000 2647.54 0.00 47.01 3475.4 3062.534 22.333 0.000 2633.03 0.00 46.95 3471.1 3056.762 22.417 0.000 2618.82 0.00 46.89 3466.8 3050.922 22.500 0.000 2604.91 0.00 46.83 3462.5 3045.016 22.583 0.000 2591.29 0.00 46.77 3458.1 3039.046 22.667 0.000 2577.95 0.00 46.71 3453.6 3033.015 II 22.750 0.000 2565.01 0.00 46.65 3449.1 3026.926 22.833 0.000 2552.46 0.00 46.58 3444.6 3020.782 22.917 0.000 2540.16 0.00 46.52 3440.0 3014.584 23.000 0.000 2528.03 0.00 46.46 3435.4 3008.335 23.083 0.000 2516.10 0.00 46.39 3430.8 3002.036 23.167 0.000 2504.34 0.00 46.33 3426.1 2995.688 II 23.250 0.000 2492.77 0.00 46.26 3421.4 2989.292 23.333 0.000 2481.38 0.00 46.20 3416.6 2982.851 23.417 0.000 2470.17 0.00 46.13 3411.8 2976.366 23.500 0.000 2459.14 0.00 46.06 3406.8 2969.839 23.583 0.000 2448.28 0.00 45.99 3401.1 2963.277 I 23.667 0.000 2437.59 0.00 45.92 3394.9 2956.683 23.750 0.000 2427.07 0.00 45.86 3388.7 2950.061 23.833 0.000 2416.72 0.00 45.79 3382.4 2943.410 23.917 0.000 2406.52 0.00 45.71 3376.1 2936.732 24.000 0.000 2396.48 0.00 45.64 3369.8 2930.028 4J 24.083 0.000 2368.02 0.00 45.57 3363.4 2923.173 I 24.167 0.000 2305.87 0.00 45.50 3356.7 2915.936 24.250 0.000 2201.84 0.00 45.41 3349.6 2908.031 24.333 0.000 2050.77 0.00 45.32 3341.7 2899.140 24.417 0.000 1816.89 0.00 45.21 3332.5 2888.702 ' Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 t eth 6/18/2003 12:02 PM Page 13 of 91 24.500 0.000 1442.86 0.00 45.07 3321.5 2875.764 24.583 0.000 1177.84 0.00 44.92 3308.5 2861.090 24.667 0.000 998.08 0.00 44.75 3294.1 2845.278 24.750 0.000 851.36 0.00 44.58 3278.7 2828.560 24.833 0.000 729.48 0.00 44.39 3262.6 2811.115 24.917 0.000 632.77 0.00 44.20 3245.8 2793.119 1 25.000 0.000 547.09 0.00 44.01 3228.6 2774.651 - -' 25.083 0.000 474.80 0.00 43.81 3211.0 2755.807 ll 25.167 0.000 411.38 0.00 43.61 3193.0 2736.650 25.250 0.000 355.89 0.00 43.41 3174.8 2717.236 25.333 0.000 306.35 0.00 43.20 3156.4 2697.608 25.417 0.000 264.79 0.00 42.99 3137.7 2677.822 25.500 0.000 231.01 0.00 42.78 3119.0 2657.932 25.583 0.000 202.98 0.00 42.57 3100.2 2637.979 II 25.667 0.000 178.15 0.00 42.36 3081.3 2617.985 25.750 0.000 157.98 0.00 42.15 3062.4 2597.982 25.833 0.000 139.20 0.00 41.93 3043.1 2577.983 25.917 0.000 122.55 0.00 41.72 3023.0 2558.008 26.000 0.000 112.69 0.00 41.50 3002.7 2538.104 26.083 0.000 105.85 0.00 41.28 2982.5 2518.292 26.167 0.000 99.66 0.00 41.06 2962.4 2498.577 26.250 0.000 93.73 0.00 40.85 2942.4 2478.958 26.333 0.000 88.04 0.00 40.64 2922.5 2459.437 26.417 0.000 82.57 0.00 40.42 2902.7 2440.014 26.500 0.000 77.31 0.00 40.21 2883.0 2420.691 26.583 0.000 72.24 0.00 40.00 2863.4 2401.469 26.667 0.000 67.39 0.00 39.79 2843.9 2382.347 26.750 0.000 62.76 0.00 39.58 2824.5 2363.327 26.833 0.000 58.36 0.00 39.38 2805.2 2344.409 26.917 0.000 54.17 0.00 39.17 2786.0 2325.595 27.000 0.000 50.18 0.00 38.97 2766.9 2306.885 27.083 0.000 46.39 0.00 38.76 2747.9 2288.280 27.167 0.000 42.76 0.00 38.56 2729.1 2269.779 27.250 0.000 39.30 0.06 38.36 2710.3 2251.384 27.333 0.000 36.00 0.00 38.16 2691.6 2233.094 27.417 0.000 32.83 0.00 37.95 2672.9 2214.912 27.500 0.000 29.81 0.00 37.75 2653.8 2196.841 111 27.583 0.000 26.91 0.00 37.54 2634.7 2178.880 27.667 0.000 24.12 0.00 37.34 2615.8 2161.032 27.750 0.000 22.04 0.00 37.14 2596.9 2143.299 27.833 0.000 20.61 0.00 36.94 2578.2 2125.684 27.917 0.000 19.27 0.00 36.74 2559.6 2108.189 28.000 0.000 18.01 0.00 36.54 2541.1 2090.812 i 28.083 0.000 16.84 0.00 36.34 2522.8 2073.553 28.167 0.000 15.75 0.00 36.15 2504.6 2056.413 28.250 0.000 14.72 0.00 35.95 2486.5 2039.389 28.333 0.000 13.77 0.00 35.76 2468.5 2022.483 28.417 0.000 12.87 0.00 35.57 2450.7 2005.694 28.500 0.000 12.04 0.00 35.38 2433.0 1989.021 28.583 0.000 11.25 0.00 35.19 2415.4 1972.464 28.667 0.000 10.52 0.00 35.00 2397.9 1956.022 28.750 0.000 9.84 0.00 34.81 2380.5 1939.695 28.833 0.000 9.20 0.00 34.63 2363.3 1923.482 28.917 0.000 8.60 0.00 34.45 2346.2 1907.383 29.000 0.000 8.04 0.00 34.26 2329.2 1891.397 29.083 0.000 7.52 0.00 34.08 2312.3 1875.524 29.167 29.250 0.000 0.000 7.03 0.00 33.90 2293.2 1859.779 6.57 0.00 33.71 2271.9 1844.178 29.333 0.000 6.15 0.00 33.53 2250.7 1828.720 29.417 0.000 5.75 0.00 33.34 2229.7 1813.403 29.500 0.000 5.37 0.00 33.16 2208.9 1798.228 29.583 0.000 5.02 0.00 32.99 2188.3 1783.191 29.667 0.000 4.70 0.00 32.81 2167.8 1768.294 29.750 0.000 4.39 0.00 32.63 2147.6 1753.533 29.833 0.000 4.11 0.00 32.46 2127.6 1738.909 29.917 0.000 3.84 0.00 32.29 2107.7 1724.419 30.000 30.083 0.000 3.59 0.00 32.12 2088.0 1710.064 0.000 3.36 0.00 31.95 2068.5 1695.841 30.167 0.000 3.14 0.00 31.78 2049.2 1681.749 30.250 0.000 2.93 0.00 31.62 2030.1 1667.788 30.333 0.000 2.74 0.00 31.45 2011.1 1653.956 30.417 0.000 2.57 0.00 31.29 1992.3 1640.253 30.500 30.583 0.000 2.40 0.00 31.13 1973.7 1626.676 0.000 2.24 0.00 30.97 1955.3 1613.225 30.667 0.000 2.10 0.00 30.81 1937.0 1599.899 30.750 0.000 1.96 0.00 30.65 1918.9 1586.697 30.833 0.000 1.83 0.00 30.50 1901.0 1573.617 30.917 0.000 1.71 0.00 30.34 1883.2 1560.659 i 31.000 0.000 1.60 0.00 30.19 1865.6 1547.822 31.083 0.000 1.50 0.00 30.04 1848.6 1535.100 31.167 0.000 1.40 0.00 29.88 1833.3 1522.484 31.250 0.000 1.31 0.00 29.73 1819.3 1509.964 31.333 0.000 1.23 0.00 29.57 1805.4 1497.538 31.417 0.000 1.15 0.00 29.42 1791.6 1485.208 31.500 0.000 1.07 0.00 29.27 1777.9 1472.971 31.583 0.000 1.00 0.00 29.12 1764.3 1460.827 31.667 0.000 0.94 0.00 28.97 1750.8 1448.776 31.750 0.000 0.88 0.00 28.82 1737.4 1436.816 31.833 0.000 0.82 0.00 28.68 1724.1 1424.948 31.917 0.000 0.77 0.00 28.53 1710.9 1413.170 32.000 0.000 0.72 0.00 28.39 1697.8 1401.481 32.083 0.000 0.67 0.00 28.24 1684.8 1389.882 32.167 0.000 0.63 0.00 28.10 1672.0 1378.372 32.250 0.000 0.58 0.00 27.96 1659.2 1366.949 j 32.333 0.000 0.55 0.00 27.82 1646.5 1355.613 i 32.417 0.000 0.51 0.00 27.68 1633.9 1344.364 32.500 0.000 0.48 0.00 27.54 1621.4 1333.201 32.583 0.000 0.45 0.00 27.40 1609.0 1322.123 32.667 0.000 0.42 0.00 27.27 1596.7 1311.129 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD III L aved: 6/18/2003 12:02 PM Page 14 of 91 32.750 0.000 0.39 0.00 27.13 1584.5 1300.220 32.833 0.000 0.37 0.00 27.00 1572.3 1289.394 II 32.917 0.000 0.34 0.00 26.87 1560.3 1278.650 1 33.000 0.000 0.32 0.00 26.73 1548.4 1267.989 33.083 0.000 0.30 0.00 26.60 1536.5 1257.409 33.167 0.000 0.28 0.00 26.47 1524.8 1246.909 1 i 33.250 0.000 0.26 0.00 26.35 1513.1 1236.490 33.333 0.000 0.24 0.00 26.22 1501.5 1226.151 II 33.417 0.000 0.23 0.00 26.09 1490.0 1215.891 33.500 0.000 0.21 0.00 25.96 1477.4 1205.717 33.583 0.000 0.20 0.00 25.83 1463.6 1195.639 33.667 0.000 0.19 0.00 25.70 1449.8 1185.655 33.750 0.000 0.17 0.00 25.57 1436.2 1175.765 33.833 0.000 0.16 0.00 25.45 1422.7 1165.969 II 33.917 0.000 0.15 0.00 25.32 1409.3 1156.264 34.000 0.000 0.14 0.00 25.20 1396.0 1146.651 34.083 0.000 0.13 0.00 25.07 1382.8 1137.128 34.167 0.000 0.12 0.00 24.95 1369.8 1127.695 34.250 0.000 0.12 0.00 24.83 1356.9 1118.351 34.333 0.000 0.11 0.00 24.71 1344.1 1109.095 I 34.417 0.000 0.10 0.00 24.59 1331.5 1099.926 34.500 0.000 0.10 0.00 24.48 1318.9 1090.843 34.583 0.000 0.09 0.00 24.36 1306.5 1081.846 34.667 0.000 0.08 0.00 24.25 1294.2 1072.933 34.750 0.000 0.08 0.00 24.13 1282.0 1064.104 34.833 0.000 0.07 0.00 24.02 1269.9 1055.359 II 34.917 0.000 0.07 0.00 23.91 1258.0 1046.696 35.000 0.000 0.06 0.00 23.80 1246.1 1038.114 35.083 0.000 0.06 0.00 23.69 1234.4 1029.613 35.167 0.000 0.06 0.00 23.58 1222.7 1021.193 35.250 0.000 0.05 0.00 23.47 1211.2 1012.851 II 35.333 0.000 0.05 0.00 23.36 1199.8 1004.588 35.417 0.000 0.05 0.00 23.26 1188.5 996.403 35.500 0.000 0.04 0.00 23.15 1177.3 988.295 35.583 0.000 0.04 0.00 23.05 1166.2 980.264 35.667 0.000 0.04 0.00 22.95 1155.2 972.308 -.1 35.750 0.000 0.03 0.00 22.84 1144.4 964.427 35.833 0.000 0.03 0.00 22.74 1133.6 956.620 11 35.917 0.000 0.03 0.00 22.64 1122.9 948.886 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 7159.749 AF BASIN STORAGE = 0.000 AF (WITH 259.539 AF INITIALLY FILLED) II OUTFLOW VOLUME - 7419.293 AF LOSS VOLUME = 0.000 AF **************************** ** * * * * * * * * * * * * * * * * * * * ** * * * * * * ** FLOW PROCESS FROM NODE 114.00 TO NODE 114.10 IS CODE = 5.2 II >> »> MODEL CHANNEL ROUTING OF STREAM #1 = BY = THE = CONVEX = METHOD« « <_________ THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE II INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: II BASEWIDTH(FT) = 16.00 CHANNEL Z = 1.50 UPSTREAM BLEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 87.98 CHANNEL LENGTH(FT) = 450.00 MANNING'S FACTOR = 0.015 CONSTANT LOSS RATE(CFS) = 0.00 I CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4078.69 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3053.73 CHANNEL NORMAL VELOCITY FOR Q = 3053.73 CFS = 33.34 FPS II ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.951 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 II CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 3071.46 3070.91 3070.91 II 16.083 3084.39 3083.83 3083.83 3098.59 16.167 3099.22 3098.59 16.250 3117.28 3116.50 3116.50 16.333 3139.38 3138.43 3138.43 16.417 3166.60 3165.43 3165.43 16.500 3200.17 3198.73 3198.73 II 16.583 3233.32 3231.90 3231.90 16.667 3259.60 3258.48 3258.48 16.750 3281.94 3280.99 3280.99 16.833 3303.91 3302.97 3302.97 16.917 3326.69 3325.72 3325.72 II 17.000 3350.06 3349.06 3349.06 17.083 3373.81 3372.79 3372.79 17.167 3397.27 3396.26 3396.26 17.250 3418.10 3417.21 3417.21 'Y: \B99 \190 \Staff \BillF \s20 \OPTJ.FLD L aved: 6/18/2003 12:02 PM Page 15 of 91 17.333 3436.49 3435.70 3435.70 17.417 3454.18 3453.43 3453.43 I 17.500 3470.45 3469.75 3469.75 17.583 3485.06 3484.44 3484.44 17.667 3498.45 3497.88 3497.88 17.750 3510.88 3510.35 3510.35 1 17.833 3522.50 3522.00 3522.00 -+ - 17.917 3533.42 3532.95 3532.95 18.000 3543.60 3543.16 3543.16 PROCESS SUMMARY OF STORAGE: _ INFLOW VOLUME = 7419.296 AF OUTFLOW VOLUME = 7419.286 AF LOSS VOLUME = 0.000 AF *********** * ** ** * * * ** * * * * * * * ***** * * * ****** *** *** * * ** * ** * ** * * * ** * * *** * * * *** ** 1 FLOW PROCESS FROM NODE 114.10 TO NODE 114.20 IS CODE = 5.2 » » > MODEL CHANNEL ROUTING OF = STREAM #1 BY THE CONVEX METHOD« « z= I/ ___ = = == = THE = = MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, II U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) - 21.00 CHANNEL Z = 1.50 II UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 55.54 CHANNEL LENGTH(FT) 1900.00 MANNING'S FACTOR = 0.015 CONSTANT LOSS RATE(CFS) = 0.00 'II CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4078.61 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3053.73 CHANNEL NORMAL VELOCITY FOR Q = 3053.73 CFS = 30.78 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.948 II MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS II MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HAS) (CFS) (CFS) (CFS) 16.000 3070.91 3068.40 3068.40 16.083 3083.83 3081.31 3081.31 16.167 3098.59 3095.71 3095.71 II 16.250 3116.50 3113.01 3113.01 3134.16 16.333 3138.43 3134.16 16.417 3165.43 3160.17 3160.17 16.500 3198.73 3192.24 3192.24 16.583 3231.90 3225.43 3225.43 16.667 3258.48 3253.29 3253.29 II 16.750 3280.99 3276.60 3276.60 16.833 3302.97 3298.68 3298.68 16.917 3325.72 3321.28 3321.28 17.000 3349.06 3344.51 3344.51 17.083 3372.79 3368.16 3368.16 17.167 3396.26 3391.68 3391.68 II 17.250 3417.21 3413.12 3413.12 17.333 3435.70 3432.09 3432.09 17.417 3453.43 3449.97 3449.97 17.500 3469.75 3466.57 3466.57 17.583 3484.44 3481.57 3481.57 I 17.667 3497.88 3495.25 3495.25 17.750 3510.35 3507.92 3507.92 17.833 3522.00 3519.73 3519.73 17.917 3532.95 3530.81 3530.81 18.000 3543.16 3541.17 3541.17 II PROCESS SUMMARY OF STORAGE =_ = =_____ INFLOW VOLUME = 7419.286 AF OUTFLOW VOLUME = 7419.292 AF LOSS VOLUME = 0.000 AF I ********************************************* ** * * ** ** ** ** * * * * * * * ** * * * * * * * * ** FLOW PROCESS FROM NODE 114.20 TO NODE 718.00 IS CODE = 5.2 » »> MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« «< II THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). II ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 16.00 CHANNEL Z = 1.50 ' Y: \B99 \190 \Staff \BillF \s20 \OPTJ.FLD d: 6/18/2003 12:02 PM Ive P age 16 of 91 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 80.11 CHANNEL LENGTH(FT) = 850.00 MANNING'S FACTOR = 0.015 I CONSTANT LOSS RATE(CFS) = 0.00 j CHANNEL ROUTING COEFFICIENT ESTIMATED: i MAXIMUM INFLOW(CFS) = 4078.17 I AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3053.72 CHANNEL NORMAL VELOCITY FOR Q = 3053.72 CFS = 31.82 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.949 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 I CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) I (HRS) (CFS) (CFS) (CFS) 3067.28 16.000 3068.40 3067.28 16.083 3081.31 3080.22 3080.22 16.167 3095.71 3094.49 3094.49 16.250 3113.01 3111.55 3111.55 16.333 3134.16 3132.37 3132.37 I 16.417 3160.17 3157.97 3157.97 3189.53 16.500 3192.24 3189.53 16.583 3225.43 3222.63 3222.63 16.667 3253.29 3250.94 3250.94 16.750 3276.60 3274.63 3274.63 II 16.833 3298.68 3296.82 3296.82 16.917 3321.28 3319.37 3319.37 17.000 3344.51 3342.54 3342.54 17.083 3368.16 3366.16 3366.16 17.167 3391.68 3389.70 3389.70 - 7 17.250 3413.12 3411.31 3411.31 17.333 3432.09 3430.49 3430.49 17.417 3449.97 3448.46 3448.46 17.500 3466.57 3465.17 3465.17 17.583 3481.57 3480.30 3480.30 17.667 3495.25 3494.10 3494.10 17.750 3507.92 3506.85 3506.85 17.833 3519.73 3518.73 3518.73 17.917 3530.81 3529.88 3529.88 __ 18.000 _ = = 3541.17 - = = 3540.30 = = - _ 3540.30 =__ ... __.... _ PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 7419.292 AF I OUTFLOW VOLUME = 7419.296 AF LOSS VOLUME = 0.000 AF ********************************************* * * * * * * * * * * * * ** * * * * * * * * ** * * ** * ** FLOW PROCESS FROM NODE 906.00 TO NODE 718.00 IS CODE = 1 >SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS)< < II __== == = =____________ _______ (UNIT- HYDROGRAPH ADDED TO STREAM #1) I WATERSHED AREA = 2302.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.530 HOURS I] VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.360 LOW LOSS FRACTION = 0.260 I * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.57 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.13 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.54 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.86 I SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.26 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.02 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 I 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 I UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 15.723 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 I - -= MODEL TIME(HOURS) FOR = END = OF RESULTS = = 18.00 =---- __ -_ - -_ _ j UNIT HYDROGRAPH DETERMINATION I INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES (CFS) Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD ved: 6/18/2003 12:02 PM Page 17 of 91 1 0.898 250.133 I 2 3.092 610.684 3 7.926 1345.862 4 16.197 2302.633 5 26.003 2729.915 6 37.505 3202.120 7 51.186 3808.807 I 8 63.977 3560.837 9 74.641 2968.918 10 82.169 2095.664 11 87.810 1570.571 12 91.469 1018.535 13 94.302 788.950 I 14 96.177 521.761 15 97.449 354.121 16 98.163 198.969 17 98.458 82.099 18 98.753 82.046 19 99.048 82.097 I 20 99.343 82.046 21 99.637 82.046 22 99.932 82.046 23 100.000 18.953 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 423.8217 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 1229.7440 1 ill 1 1 I 1 1 1 1 1 III \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 !I aved: 6/18/2003 12:02 PM I Page 18 of 91 __ -___ -_ = N F = O U R S T O R M RUNOFF H Y D R O G G R A A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) -- (Note: Time indicated is at END of Each Unit Intervals) I TIME(HRS) VOLUME(AF) Q(CFS) 0. 450.0 900.0 1350.0 1800.0 16.000 746.8519 1013.01 Q V 16.083 753.9395 1029.12 . . . Q V . . 16.167 761.5340 1102.73 . . Q . I 16.250 770.1726 1254.33 V Q 16.333 780.1105 1442.99 V . Q 16.417 790.7622 1546.62 V Q 16.500 802.1587 1654.77 . . . V . Q 16.583 814.3367 1768.25 . . . V . Q- 16.667 826.2963 1736.54 . . . V . 0 . I 16.750 837.6135 1643.25 . V Q 16.833 848.0471 1514.96 V Q 16.917 858.1406 1465.58 V . Q 17.000 867.9282 1421.15 . . . V .Q . 17.083 877.7278 1422.90 . . . V .Q 1 17.250 887.3750 1400.77 V .Q 17.250 896.8635 1377.74 VQ 17.333 906.0421 1332.73 Q. 17.417 914.8914 1284.91 QV. 17.500 923.4493 1242.62 . . . Q V . 17.583 931.6118 1185.19 . . . Q V . 17.667 939.3622 1125.36 . . . Q V 1 17.750 946.7230 1068.79 Q V 17.833 953.7684 1023.00 . Q .V 17.917 960.4828 974.92 .0 .V _ 18.000 966.9799 943.38 . . Q .V . ********************************************* * * ***** ** ****** **** * * ** *a* *r + ** FLOW PROCESS FROM NODE 718.00 TO NODE 718.10 IS CODE = 5.2 » » > MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« « c I THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). I ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 21.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 96.40 I CHANNEL LENGTH(FT) = 360.00 MANNING'S FACTOR 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4990.87 1 AVERAGE FLOWRATE IN EXCESS OF 50c MAXIMUM INFLOW = 3713.35 CHANNEL NORMAL VELOCITY FOR Q = 3713.35 CFS = 26.88 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.941 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR - 1.000 1 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) I (HRS) (CFS) (CFS) (CFS) 16.000 4080.29 4082.12 4082.12 16.083 4109.34 4108.12 4108.12 16.167 4197.22 4193.53 4193.53 16.250 4365.87 4358.79 4358.79 I 16.333 4575.36 4566.56 4566.56 16.417 4704.59 4699.17 4699.17 16.500 4844.30 4838.43 4838.43 16.583 4990.87 4984.72 4984.72 16.667 4987.48 4987.62 4987.62 16.750 4917.87 4920.80 4920.80 I 16.833 4811.77 4816.23 4816.23 4786.08 16.917 4784.96 4786.08 17.000 4763.69 4764.59 4764.59 17.083 4789.06 4788.00 4788.00 17.167 4790.47 4790.41 4790.41 17.250 4789.05 4789.11 4789.11 17.333 4763.22 4764.31 4764.31 17.417 4733.37 4734.62 4734.62 17.500 4707.79 4708.86 4708.86 17.583 4665.49 4667.27 4667.27 j 17.667 4619.46 4621.39 4621.39 17.750 4575.63 4577.47 4577.47 I 17.833 4541.73 4543.16 4543.16 17.917 4504.80 4506.35 4506.35 18.000 4483.68 4484.56 4484.56 Y: \B99 \190 \Staff \BillF \s20 \OPTJ.FLD II aved: 6/18/2003 12:02 PM Page 19 of 91 = = PROCESS SUMMARY OF STORAGE: _ INFLOW VOLUME = 8649.035 AF OUTFLOW VOLUME = 8649.046 AF LOSS VOLUME = 0.000 AF I - FLOW PROCESS FROM NODE 718.10 TO NODE 718.20 IS CODE = 5.2 _ » »>MODELCHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« «< _ THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER II TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). II ASSUMED REGULAR CHANNEL INFORMATION: _ BASEWIDTH(FT) = 9.00 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 91.18 CHANNEL LENGTH(FT) = 630.00 MANNING'S FACTOR = 0.015 I CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4987.62 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3713.34 I CHANNEL NORMAL VELOCITY FOR Q = 3713.34 CFS = 28.85 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.944 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 J ill CONVEX METHOD CHANNEL ROUTING RESULTS: MODEL INFLOW ROUTED OUTFLOW LESS LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) II 16.000 4082.12 4085.16 4085.16 16.083 4108.12 4106.33 4106.33 16.167 4193.53 4187.66 4187.66 16.250 4358.79 4347.43 4347.43 16.333 4566.56 4552.28 4552.28 16.417 4699.17 4690.05 4690.05 II 16.500 4838.43 4828.86 4828.86 16.583 4984.72 4974.66 4974.66 16.667 4987.62 4987.42 4987.42 16.750 4920.80 4925.39 4925.39 16.833 4816.23 4823.42 4823.42 16.917 4786.08 4788.16 4788.16 II 17.000 4764.59 4766.06 4766.06 4786.39 17.083 4788.00 4786.39 17.167 4790.41 4790.24 4790.24 17.250 4789.11 4789.20 4789.20 17.333 4764.31 4766.01 4766.01 17.417 4734.62 4736.66 4736.66 i 17.500 4708.86 4710.63 4710.63 4670.12 17.583 4667.27 4670.12 17.667 4621.39 4624.55 4624.55 17.750 4577.47 4580.49 4580.49 17.833 4543.16 4545.51 4545.51 17.917 4506.35 4508.88 4508.88 18.000 4484.56 4486.06 4486.06 PROCESS SUMMARY OF STORAGE, = = - =___ ___ __ _ INFLOW VOLUME = 8649.046 AF OUTFLOW VOLUME = 8649.043 AF LOSS VOLUME = 0.000 AF +++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + * * * + + + + + + + + + + + ++ 111 FLOW PROCESS FROM NODE 718.20 TO NODE 2704.00 IS CODE = 5.2 I == >» "MODEL CHANNEL ROUTING OF STREAM #1 BY = THE CONVEX METHOD« «_ _ THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER ____ - _ TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, II Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 21.33 CHANNEL Z = 0.00 I/ UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 70.30 CHANNEL LENGTH(FT) = 1580.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 :J CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4987.42 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3707.33 1 Y:VB99\190\Staff\BillP\s20\OPTJ.FLD I aved: 6/18/2003 12:02 PM Page 20 of 91 CHANNEL NORMAL VELOCITY FOR Q = 3707.33 CFS = 33.45 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.952 i MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 - -] CONVEX METHOD CHANNEL ROUTING RESULTS: I MODEL OUTFLOW LESS INFLOW ROUTED LOSS 1) TIME (STREAM 1) FLOW ( (HAS) (CFS) (CFS) (CFS) 16.000 4085.16 4091.95 4091.95 16.083 4106.33 4103.16 4103.16 ' 16.167 4187.66 4175.48 4175.48 16.250 4347.43 4323.50 4323.50 16.333 4552.28 4521.59 4521.59 16.417 4690.05 4669.41 4669.41 16.500 4828.86 4808.06 4808.06 16.583 4974.66 4952.82 4952.82 II 16.667 4987.42 4985.51 4985.51 16.750 4925.39 4934.68 4934.68 16.833 4823.42 4838.69 4838.69 16.917 4788.16 4793.44 4793.44 17.000 4766.06 4769.37 4769.37 17.083 4786.39 4783.34 4783.34 17.167 4790.24 4789.67 4789.67 17.250 4789.20 4789.35 4789.35 17.333 4766.01 4769.48 4769.48 17.417 4736.66 4741.06 4741.06 17.500 4710.63 4714.53 4714.53 17.583 4670.12 4676.19 4676.19 II 17.667 4624.55 4631.37 4631.37 17.750 4580.49 4587.09 4587.09 17.833 4545.51 4550.75 4550.75 17.917 4508.88 4514.37 4514.37 18.000 4486.06 4489.48 4489.48 ___ _ PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 8649.043 AF OUTFLOW VOLUME = 8649.039 AF LOSS VOLUME = 0.000 AF I ***************** ********** ****************** * * * * * * * * * * ** * * * * * * * * * * * * ** * * * FLOW PROCESS FROM NODE 1201.00 TO NODE 2704.00 IS CODE = 1 »s» »SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS)c «<< = __ __ __ _ (UNIT- HYDROGRAPH ADDED TO STREAM #1) II WATERSHED AREA = 2360.000 ACRES BASEFLOW - 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.460 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.330 LOW LOSS FRACTION = 0.350 * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.54 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.20 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.67 I SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.85 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.03 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 I 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR - 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES II UNIT INTERVAL PERCENTAGE OF LAG -TIME = 18.116 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION I INTERVAL "S" GRAPH MEAN VALUES UNIT HYDROGRAPH NUMBER ORDINATES(CFS) J 1 1.036 295.636 2 3.896 816.326 II 3 10.818 1975.555 4 21.353 3006.890 5 33.606 3497.226 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD I ved: 6/18/2003 12:02 PM Page 21 of 91 6 48.959 4381.851 7 63.787 4232.076 8 75.789 3425.671 I 9 84.046 2356.646 10 89.565 1575.038 11 93.271 1057.854 i 12 95.768 712.726 13 97.329 445.380 14 98.179 242.707 I 15 98.519 96.991 16 98.859 96.928 17 99.198 96.959 18 99.538 96.928 19 99.878 96.928 I 20 100.000 34.934 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 582.8669 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 1114.3182 1 1 1 1 1 1 1 1 --.] 1 1 1 1 1 1 Y: \299 \190 \Staff \Bi11F \s20 \OPTJ.FLD I ved: 6/18/2003 12:02 PM . Page 22 of 91 III _ _ - - - -= 2 4 -HOUR S T O R M _ .RUNOFF H Y D R O G R A P H y HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) -- (Note: Time indicated is at END of Each Unit Intervals) I TIME(HRS) VOLUME(AF) Q(CFS) 0. 475.0 950.0 1425.0 1900.0 16.000 678.2930 807.65 Q V 16.083 684.4517 894.24 . Q . V • 16.167 691.7659 1062.02 . . • Q V • I 16.250 700.9424 1332.44 V Q 16.333 711.6996 1561.93 V • Q 16.417 723.2991 1684.24 V Q 16.500 735.8082 1816.32 . . V Q 16.583 747.9503 1763.04 . . . V . Q 16.667 758.9359 1595.10 . . V Q • 16.750 768.5491 1395.84 V Q. 16.833 777.3488 1277.72 QV • 16.917 785.7566 1220.81 Q V 17.000 793.9811 1194.20 . . Q V • • 17.083 802.0239 1167.81 . . Q V • • 17.167 817.4562 1138.77 Q V. • 17.250 817.4562 1102.00 4 V. 17.333 824.8300 1070.67 • 4 V. 17.417 831.9114 1028.23 .4 V. 17.500 838.5777 967.94 . . 4 V • 17.583 844.7935 902.54 . . Q. V 17.667 850.5544 i 836.48 Q V 17.750 855.9831 788.25 4 V 17.833 861.1908 756.16 Q V 17.917 866.2291 731.56 4 V 18.000 871.1230 710.61 . . Q .V **************** ***************************** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** FLOW PROCESS FROM NODE 2704.00 TO NODE 2704.10 IS CODE = 5.2 » »»MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« «< ============= ' HE MODIFIED T ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). I ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 29.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 87.62 I CHANNEL LENGTH(FT) = 1250.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 6715.86 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 4699.00 CHANNEL NORMAL VELOCITY FOR Q = 4699.00 CFS = 27.38 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.942 :al MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE 111 UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 4907.76 16.000 4899.60 4907.76 16.083 4997.40 4983.39 4983.39 16.167 5237.50 5203.09 5203.09 16.250 - 5655.94 5595.98 5595.98 111 16.333 6083.52 6022.25 6022.25 • . 16.417 6353.65 6314.95 6314.95 16.500 6624.39 6585.59 6585.59 16.583 6715.86 6702.76 6702.76 16.667 6580.61 6599.99 6599.99 16.750 6330.52 6366.36 6366.36 16.833 6116.41 6147.09 6147.09 16.917 6014.25 6028.89 6028.89 17.000 5963.57 5970.83 5970.83 17.083 5951.16 5952.94 5952.94 17.167 5928.44 5931.69 5931.69 17.250 5891.35 5896.67 5896.67 17.333 5840.15 5847.49 5847.49 17.417 5769.29 5779.45 5779.45 17.500 5682.47 5694.91 5694.91 17.583 5578.73 5593.60 5593.60 17.667 5467.85 5483.74 5483.74 i 17.750 5375.34 5388.59 5388.59 17.833 5306.91 5316.72 5316.72 17.917 5245.92 5254.66 5254.66 18.000 5200.09 5206.65 5206.65 Y: \899 \190 \Staff \Bi11F \$20 \OPTJ.FLD �ved: 6/18/2003 12:02 PM Page 23 of 91 PROCESS SUMMARY OF STORAGE: I INFLOW VOLUME = 9763.354 AF OUTFLOW VOLUME = 9763.353 AF LOSS VOLUME = 0.000 AF 1 *♦******************************************* * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** 1 FLOW PROCESS = FROM NODE 2704.10 TO NODE 2704.20 - IS = CODE _= 5.2 » » = > MODELCHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« «< - THE MODIFIED. C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER II TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). II ASSUMED REGULAR CHANNEL INFORMATION: HASEWIDTH(FT) = 12.00 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 64.90 CHANNEL LENGTH(FT) = 2600.00 MANNING'S FACTOR = 0.015 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 6702.76 AVERAGE FLOWRATE IN EXCESS OF 50k MAXIMUM INFLOW = 4698.99 • II CHANNEL NORMAL VELOCITY FOR Q = 4698.99 CFS = 30.05 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.946 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 11 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) I 16.000 4907.76 4925.52 4925.52 4962.73 16.083 4983.39 4962.73 16.167 5203.09 5143.07 5143.07 16.250 5595.98 5488.63 5488.63 16.333 6022.25 5905.77 5905.77 16.417 6314.95 6234.96 6234.96 16.500 6585.59 6511.64 6511.64 16.583 6702.76 6670.73 6670.73 16.667 6599.99 6628.05 6628.05 16.750 6366.36 6430.19 6430.19 16.833 6147.09 6207.01 6207.01 16.917 6028.89 6061.20 6061.20 II 17.000 5970.83 5986.70 5986.70 5957.83 17.083 5952.94 5957.83 17.167 5931.69 5937.50 5937.50 17.250 5896.67 5906.24 5906.24 17.333 5847.49 5860.93 5860.93 17.417 5779.45 5798.04 5798.04 II 17.500 5694.91 5718.01 5718.01 17.583 5593.60 5621.28 5621.28 17.667 5483.74 5513.76 5513.76 17.750 5388.59 5414.59 5414.59 17.833 5316.72 5336.36 5336.36 17.917 5254.66 5271.62 5271.62 18.000 5206.65 5219.77 5219.77 = __ = PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 9763.353 AF OUTFLOW VOLUME = 9763.354 AF LOSS VOLUME 0.000 AF ********************************************* * * * * * * * * * * * * ** * * * * * * * * * * * * * * *** FLOW PROCESS FROM NODE 2704.20 TO NODE 2711.00 IS CODE = 5.2 I » »> MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« «< THE MODIFIED = C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, I Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 73.60 CHANNEL LENGTH(FT) = 2000.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 J ' CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 6670.73 AVERAGE FLOWRATE IN EXCESS OF 50k MAXIMUM INFLOW = 4680.97 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD II i 1 aved: 6/18/2003 12:02 PM I Page 24 of 91 CHANNEL NORMAL VELOCITY FOR Q = 4680.97 CFS = 31.01 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.948 II MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 - t --% CONVEX METHOD CHANNEL ROUTING RESULTS: II OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HAS) (CFS) (CFS) (CFS) 16.000 4925.52 4941.52 4941.52 16.083 4962.73 4955.15 4955.15 t 16.167 5143.07 5106.32 5106.32 5418.21 16.250 5488.63 5418.21 16.333 5905.77 5820.76 5820.76 16.417 6234.96 6167.86 6167.86 16.500 6511.64 6455.25 6455.25 16.583 6670.73 6638.30 6638.30 II 16.667 6628.05 6636.75 6636.75 16.750 6430.19 6470.51 6470.51 16.833 6207.01 6252.50 6252.50 16.917 6061.20 6090.91 6090.91 17.000 5986.70 6001.88 6001.88 II 17.083 5957.83 5963.71 5963.71 17.167 5937.50 5941.64 5941.64 17.250 5906.24 5912.61 5912.61 17.333 5860.93 5870.16 5870.16 17.417 5798.04 5810.85 5810.85 17.500 5718.01 5734.32 5734.32 II 17.583 5621.28 5641.00 5641.00 17.667 5513.76 5535.67 5535.67 17.750 5414.59 5434.81 5434.81 17.833 5336.36 5352.30 5352.30 • - II 18.000 5271.62 5284.81 5284.81 18.000 5219.77 5230.34 5230.34 PROCESS SUMMARY OF STORAGE: _ _ INFLOW VOLUME = 9763.354 AF OUTFLOW VOLUME = 9763.360 AF LOSS VOLUME = 0.000 AF I === == ======= ** ***** ***** ******************* t* ** * * ***** * ***** ** * * ** ** ** ** ** FLOW PROCESS FROM NODE 1690.00 TO NODE 2711.00 IS CODE = 1 » » >SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS) <<<<< __ = === ( ____ ___ UNIT-HYDROGRAPH ADDED TO STREAM #1) _ _ II WATERSHED AREA = 1339.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.380 HOURS II CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.250 II LOW LOSS FRACTION = 0.220 * HYDROGRAPH MODEL #1 SPECIFIED• SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)- 0.54 --i SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.10 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.45 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.60 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.75 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.00 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 II 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 I UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 21.930 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME.(HOURS) FOR BEGINNING OF RESULTS = 16.00 II MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION II INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 1.280 207.247 II 2 5.622 703.109 3 16.129 1701.461 4 30.247 2286.183 5 48.037 2880.898 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD II 1 II ved: 6/18/2003 12:02 PM Page 25 of 91 6 65.898 2892.373 7 79.093 2136.697 I 8 87.542 1368.218 9 92.554 811.543 10 95.746 516.857 11 97.576 296.358 12 98.322 120.910 13 98.734 66.588 ^' 14 99.145 66.573 15 99.556 66.573 16 99.967 66.573 17 100.000 5.367 I TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 207.9312 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 751.7430 II II II __J 1 1 II II i , 1 1 1 . II II II i II ' Y: \899 \190 \Staff \Bi11F \520 \OPTJ.FLD Saved: 6/18/2003 12:02 PM II Page 26 of 91 - -_ _ 2 4 F O U R S T O R M RUNOFF H Y D R O O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) II TIME(HRS) VOLUME(AF) Q(CFS) 0. 300.0 600.0 900.0 1200.0 16.000 466.2101 508.98 Q V . 16.083 470.2237 582.77 . . Q. V . 16.167 475.1998 722.53 . . . QV . 16.250 481.6559 937.42 V .Q 16.333 489.0222 1069.59 V Q Q , 16.417 497.0547 1166.32 V 16.500 504.8935 1138.18 . V Q 16.583 511.7199 991.20 . . . V . Q . 16.667 517.6194 856.61 . . . VQ , . I 16.750 523.0277 785.29 QV 16.833 528.3409 771.48 Q V . 16.917 533.6092 764.95 Q V . 17.000 538.8313 758.25 . . . Q V . . 17.083 544.0720 760.95 . . . Q V . . 17.167 549.3093 760.45 Q V. 17.250 554.3961 738.60 Q V. • 17.333 559.2231 700.89 Q V. 17.417 563.6407 641.43 .Q V. • 17.500 567.6968 588.95 . . Q. V • 17.583 571.4725 548.23 . . Q . V , I 17.667 578.4738 519.18 Q V 17.750 578.4738 497.40 Q V 17.833 581.7817 480.31 Q V 17.917 584.9982 467.04 Q V - 18.000 588.1457 457.01 . . Q . .V , FLOW PROCESS FROM NODE 2711.00 TO NODE 2711.00 IS CODE = 11 » ».VIEW STREAM NUMBER 1 HYDROGRAPH« « < ' a zs =9- I STREAM HYDROGRAPHINFIVE- MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) TIME(HRS) VOLUME(AF) Q(CFS) 0. 1925.0 3850.0 5775.0 7700.0 II 14.000 2911.5759 4570.91 .V Q 14.083 2943.3767 4617.49 .V Q 14.167 2975.6191 4681.59 .V Q 14.250 3008.5420 4780.40 V Q . 14.333 3042.3818 4913.56 . .V . Q . 14.417 3077.3447 5076.60 . .V . Q 14.500 3113.5491 5256.89 V Q 14.583 3150.9888 5436.25 .V Q 14.667 3189.5623 5600.86 . V Q, 14.750 3229.0945 5740.08 . . V . Q. . 14.833 3269.3923 5851.24 . . V . 0 14.917 3310.2832 5937.35 . . V . 0 I 15.000 3351.6301 6003.58 V .0 15.083 3393.3420 6056.58 V Q 15.167 3435.3569 6100.56 V .0 15.250 3477.6270 6137.62 V .0 . 15.333 3520.i199 6169.96 V . Q i 15.417 3605.2668 6187.20 V 0 15.500 3605.2668 6176.15 V . Q 15.583 3647.3582 6111.64 V .0 15.667 3688.6541 5996.15 V .Q 15.750 3728.8865 5841.74 . . V . Q , 15.833 3767.9561 5672.89 . . V . Q. 15.917 3806.0356 5529.16 V Q . 16.000 3843.5735 5450.50 V Q . 16.083 3881.7134 5537.92 V Q . 16.167 3921.8569 5828.85 V Q 16.250 3965.6284 6355.63 . . V . . 0 . 16.333 4013.0825 6890.35 . . V . . Q , 16.417 4063.5935 7334.18 V Q • 16.500 4115.8896 7593.43 V Q. 16.583 4168.4346 7629.50 V Q. 16.667 4220.0415 7493.36 . . V . . Q • 16.750 4270.0127 7255.80 . . V . . Q . 16.833 4318.3872 7023.97 . . V . . Q • I 16.917 4365.6040 6855.86 V Q 17.000 4412.1611 6760.13 V 17.083 4458.4741 6724.66 V Q Q 17.167 4504.6318 6702.10 . . V . . Q , 17.250 4550.4390 6651.21 . . V . . Q , 17.333 4595.6943 6571.05 . . V . . Q . 17.417 4640.1313 6452.29 V . Q 17.500 4683.6802 6323.27 V . Q 17.583 4726.3057 6189.22 V . Q 17.667 4768.0059 6054.86 . . V . .Q I 17.750 4808.8613 5932.21 . . V . Q , 17.833 4849.0308 5832.62 V . Q 17.917 4888.6440 5751.86 V . Q. 18.000 4927.8130 5687.35 V Q. 18.083 4966.7075 5647.49 V . Q. Y: \899 \190 \Staff \Bi1IF \s2O \OPTJ.FLD A I Saved: 6/18/2003 12:02 PM Page 27 of 91 18.167 5005.5947 5646.40 . V. Q. . 18.250 5044.6987 5677.90 . . V. Q. . 18.333 5084.0840 5718.75 . V. Q. . 18.417 5123.6982 5751.97 V. Q. 18.500 5163.4272 5768.66 V. Q. 18.583 5203.1406 5766.39 V. Q. 18.667 5242.7314 5748.56 . . V. Q. . 18.750 5282.1333 5721.14 . . V Q. . II 18.833 5321.3130 5688.87 V Q. 18.917 5360.2534 5654.18 V 19.000 5398.9448 5618.01 V Q. Q. 19.083 5437.3755 5580.15 V Q . 19.167 5475.5337 5540.54 . . V Q . . 19.250 5513.4082 5499.41 . . V Q . . II .V 19.333 5550.9907 5456.99 Q 19.417 5588.2744 5413.57 .V Q . 19.500 5625.2520 5369.11 .V Q ...V Q . 19.667 5698.2617 5277.38 . . .V Q . 19.750 5734.2847 5230.54 . .V Q . II .V Q V Q 19.833 5769.9819 5183.21 19.917 5805.3521 5135.71 20.000 5840.3960 5088.38 . V Q FLOW PROCESS FROM NODE 2501.00 TO NODE 2576.00 IS CODE = 1 » »>SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< (UNIT - HYDROGRAPH ADDED TO STREAM #2) II WATERSHED AREA = 3467.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME - 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. ill THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. FOOTHILL S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.390 LOW LOSS FRACTION = 0.220 * HYDROGRAPH MODEL #1 SPECIFIED* II SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.69 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)- 1.42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.87 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.89 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 6.19 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 14.48 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: • 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 II 3-HOUR FACTOR = 0.836 6 -HOUR FACTOR -= 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 I RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 i = ______ ___________= ="= =UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH II NUMBER MEAN VALUES ORDINATES (CFS) 1 1.756 736.233 2 7.022 2208.126 3 15.784 3673.621 4 34.785 7967.205 II 5 58.197 9816.328 6 68.269 4223.189 7 75.192 2902.515 8 80.271 2129.784 9 84.420 1739.313 10 87.699 1374.929 I 11 90.270 1078.248 12 92.461 918.695 13 94.227 740.108 14 95.604 577.340 15 96.586 411.888 II 16 97.401 341.579 17 98.015 257.815 18 98.165 62.785 19 98.296 54.772 -- 1 20 98.426 54.772 21 98.557 54.676 22 98.687 54.743 23 98.818 54.804 24 98.949 54.807 _. Y: \899 \190 \Staff \BillF \s20 \OPTJ.FLD aved: 6/18/2003 12:02 PM Page 28 of 91 25 99.079 54.740 26 99.210 54.740 27 99.340 54.740 28 99.471 54.740 29 99.602 54.740 30 99.732 54.740 31 99.863 54.740 32 99.993 54.740 33 100.000 2.834 1 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 870.7148 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 3127.1074 I1 . 1 , 1 , _ 1 1 II 1 , 1 1 1 1 1 1 1 1 _-J 1 Y: \B99 \190 \Staff \Bil1F \s20 \OPTJ.FLD �aved: 6/18/2003 12:02 PM Page 29 of 91 2 4 II == ....... . -HOUR STORM = RUNOFF H Y D R O G R A P H -I HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) II TIME(HRS) VOLUME(AF) Q(CFS) 0. 1075.0 2150.0 3225.0 4300.0 16.000 1958.4486 1926.62 Q V 16.083 1973.5768 2196.62 . . Q V . 16.167 1991.9724 2671.05 . . . QV . II 16.250 2013.9264 3187.72 . V Q. 16.333 2041.9302 4066.15 V Q Q. 16.417 2071.0967 4234.97 V 16.500 2091.6824 2989.05 VQ . 16.583 2109.9741 2655.98 . Q V . 16.667 2128.4011 2675.59 . . Q V . II . 16.750 2148.4878 2916.57 . . Q 16.833 2169.1555 3000.96 Q • 16917 21902649 3065.08 Q . • 17.000 2211.8435 3133.23 . . . VQ. . 17.083 2233.6675 3168.84 . . . VQ. . 17.167 2255.4260 3159.33 . . . VQ. . 17.250 2276.7903 3102.09 . . . QV. . 17.333 2297.0884 2947.29 Q V. 17.417 2315.8525 2724.54 Q V. 17.500 2333.7419 2597.53 . Q V. . 17.583 2351.1665 2530.06 . . . Q V . 17.667 2368.2407 2479.18 . . . Q V . Il 17.750 2384.9998 2433.41 . . . Q V 17.833 2401.4409 2387.25 . Q V 17.917 2417.6003 2346.35 .Q V 18.000 2433.4978 2308.31 . .Q .V . ill .. ************ .............................................................. * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2576.00 TO NODE 2592.00 IS CODE = 5.2 » »> MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< II THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). II ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 18.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 4.59 ' CHANNEL LENGTH(FT) = 2726.00 MANNING'S FACTOR 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4234.97 I AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2712.82 CHANNEL NORMAL VELOCITY FOR Q = 2712.82 CFS = 38.66 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.958 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 I CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) 1913.92 16.000 1926.62 1913.92 16.083 2196.62 2135.82 2135.82 16.167 2671.05 2564.21 2564.21 16.250 3187.72 3071.38 3071.38 II 16.333 4066.15 3868.35 3868.35 16.417 4234.97 4196.95 4196.95 16.500 2989.05 3269.60 3269.60 16.583 2655.98 2730.98 2730.98 16.667 2675.59 2671.17 2671.17 16.750 2916.57 2862.31 2862.31 II 16.833 3000.96 2981.96 2981.96 16.917 3065.08 3050.64 3050.64 17.000 3133.23 3117.88 3117.88 17.083 3168.84 3160.82 3160.82 17.167 3159.33 3161.47 3161.47 17.250 3102.09 3114.98 3114.98 II 17.333 2947.29 2982.15 2982.15 2774.70 17.417 2724.54 2774.70 17.500 2597.53 2626.13 2626.13 17.583 2530.06 2545.25 2545.25 H 17.667 2479.18 2490.64 2490.64 17.750 2433.41 2443.71 2443.71 II 17.833 2387.25 2397.65 2397.65 17.917 2346.35 2355.56 2355.56 18.000 2308.31 2316.88 2316.88 Y: \B99 \190 \Staff \Bi1IF \s20 \OPTJ.FLD 1 . l a =ed: 6/18/2003 12:02 PM = Page 30 of 91 PROCESS SUMMARY OF STORAGE: • INFLOW VOLUME = 3127.107 AF I OUTFLOW VOLUME = 3127.108 AF LOSS VOLUME = 0.000 AF ********************************************* * * * * ** ** * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2587.00 TO NODE 2592.00 IS CODE = 1 I » »»SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS) «<« (UNIT - HYDROGRAPH ADDED TO STREAM #2) I WATERSHED AREA = 184.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.190 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) I MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. FOOTHILL S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.550 LOW LOSS FRACTION = 0.460 * HYDROGRAPH MODEL #1 SPECIFIED* I SPECIFIED PEAK 5- MINUTES RAINFALL(INCH). 0.57 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.17 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.95 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.32 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.55 1 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 - 7 1 -HOUR FACTOR = 0.487 . 3 -HOUR FACTOR = 0.836 ill 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 43.860 I RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 ______ :__ ... _____ = - == = UNIT HYDROGRAPH DE TERMINATION = _: INTERVAL "S" GRAPH UNIT HYDROGRAPH I NUMBER MEAN VALUES ORDINATES(CFS) 1 3.606 80.251 2 17.856 317.099 3 54.102 806.563 4 72.350 406.055 I 7 81.607 205.997 6 87.786 137.498 7 91.997 93.704 8 94.964 66.029 II 9 96.800 40.851 10 97.963 25.864 I 11 98.261 6.649 12 98.488 5.047 13 98.715 5.048 14 98.942 5.048 15 99.169 5.048 I 16 99.396 5.048 17 99.622 5.048 18 99.849 5.048 19 100.000 3.356 E I TOTAL SOIL -LOSS VOLUM ( ACRE -FEET ) = 63.3977 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 76.5530 :1 1 :, 1 . Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 ved: 6/18/2003 12:02 PM I Page 31 Of 91 ' -HOUR U R _ ___ = N O F =D R O G STORM - = - R U N O F F H Y D R O O R A P H i HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) TIME(HRS) VOLUME(AF) Q(CFS) 0. III 75.0 150.0 225.0 300.0 16.000 47.6917 59.23 . Q V • 16.083 48.2705 84.04 . .Q . V . I 16.167 49.1791 131.93 0 V 16.250 50.5934 205.35 VQ 16.333 51.5113 133.28 Q V 16.417 52.1564 93.67 • Q V 16.500 52.7170 81.40 . Q V • 16.583 53.3058 85.49 . .0 . V • I 16.667 53.9028 86.69 .Q V • 16.750 54.4914 85.47 .0 V 16.833 55.0774 85.09 .Q V 16.917 55.6549 83.84 . .0 . V. 17.000 56.2421 85.27 . .0 . V. • 17.083 56.8311 85.52 . .0 . V. • II 17.167 57.3968 82.13 Q V. 17.250 57.8870 71.19 Q. V 17.333 58.3356 65.13 Q V 17.417 58.7596 61.57 . Q . V 17.500 59.1646 58.81 . Q . . V • 17.583 59.5526 56.32 . Q . . .V • I 17.667 59.9245 54.01 Q .V 17.750 60.2870 52.63 Q .V 17.833 60.6418 51.52 Q .V 17.917 60.9911 50.71 . Q . .V . 18.000 61.3347 49.90 . Q . • V FLOW PROCESS FROM NODE 2592.00 TO NODE 114.10 IS CODE = 5.2 , , >MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER ___ = = = = TO ROUTE I STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, II U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 2.25 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 II DOWNSTREAM ELEVATION(FT) = 87.98 CHANNEL LENGTH(FT) = 450.00 MANNING'S FACTOR = 0.015 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4290.62 II AVERAGE FLOWRATE IN EXCESS OF 504 MAXIMUM INFLOW = 2763.12 CHANNEL NORMAL VELOCITY FOR Q = 2763.12 CFS = 34.32 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.953 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE II UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS II TIME (STREAM 2) FLOW (STREAM 2) (CFS) (HRS) (CFS) (CFS) 16.000 1973.15 1971.32 1971.32 16.083 2219.86 2209.59 2209.59 16.167 2696.14 2676.31 2676.31 16.250 3276.73 3252.55 3252.55 II 16.333 4001.63 3971.44 3971.44 16.417 4290.62 4278.59 4278.59 16.500 3351.00 3390.13 3390.13 16.583 2816.47 2838.73 2838.73 16.667 2757.87 2760.31 2760.31 II 16.750 2947.77 2939.87 2939.87 16.833 3067.04 3062.08 3062.08 16.917 3134.48 3131.67 3131.67 17.000 3203.15 3200.29 3200.29 17.083 3246.35 3244.55 3244.55 17.167 3243.60 3243.72 3243.72 II 17.250 3186.17 3188.56 3188.56 3053.06 17.333 3047.28 3053.06 17.417 2836.27 2845.05 2845.05 17.500 2684.94 2691.24 2691.24 17.583 2601.58 2605.05 2605.05 17.667 2544.65 2547.02 2547.02 II 17.750 2496.34 2498.36 2498.36 2451.13 17.833 2449.17 2451.13 17.917 2406.27 2408.06 2408.06 18.000 2366.78 2368.42 2368.42 \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD lir a i red: 6/18/2003 12:02 PM Page 32 of 91 _ PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 3203.661 AF OUTFLOW VOLUME = 3203.661 AF LOSS VOLUME = 0.000 AF I i *4* 4***************************************** * *4* * **** * ** * * * * ** ** * * * * * * ** * ** II FLOW PROCESS FROM NODE 114.10 TO NODE 114.20 IS CODE = 5.2 » »»MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD««* II THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). II ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 3.87 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 55.54 CHANNEL LENGTH(FT) = 1900.00 MANNING'S FACTOR = 0.015 II CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4278.59 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2762.95 II CHANNEL NORMAL VELOCITY FOR Q = 2762.95 CFS = 32.71 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.951 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 1 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS ! TIME (STREAM 2) FLOW (STREAM 2) I (HRS) (CFS) (CFS) (CFS) 16.000 1971.32 1963.94 1963.94 2165.73 16.083 2209.59 2165.73 16.167 2676.31 2590.39 2590.39 16.250 3252.55 3146.47 3146.47 16.333 3971.44 3839.10 3839.10 II 16.417 4278.59 4222.04 4222.04 16.500 3390.13 3553.68 3553.68 16.583 2838.73 2940.24 2940.24 16.667 2760.31 2774.74 2774.74 16.750 2939.87 2906.81 2906.81 16.833 3062.08 3039.58 3039.58 II 16.917 3131.67 3118.86 3118.86 17.000 3200.29 3187.66 3187.66 17.083 3244.55 3236.40 3236.40 17.167 3243.72 3243.87 3243.87 17.250 3188.56 3198.71 3198.71 17.333 3053.06 3078.01 3078.01 II 17.417 2845.05 2883.35 2883.35 2719.56 17.500 2691.24 2719.56 17.583 2605.05 2620.92 2620.92 17.667 2547.02 2557.70 2557.70 17.750 2498.36 2507.31 2507.31 17.833 2451.13 2459.83 2459.83 II 17.917 2408.06 2415.99 2415.99 18.000 2368.42 2375.72 2375.72 PROCESS SUMMARY OF STORAGE ___ _ _ _ _ _ INFLOW VOLUME = 3203.661 AF II OUTFLOW VOLUME = 3203.661 AF LOSS VOLUME = 0.000 AF * 4**** t** 4**#**#**#*** t** t *t#* * # * *t* * * * * ♦t * * * ** * ** *4441 *444 * **t#4 *4 * ** FLOW PROCESS FROM NODE 114.20 TO NODE 718.00 IS CODE = 5.2 It » » =MODEL CHANNEL = ROUTING OF STREAM .. BY THE CONVEX METHOD «=* _ ____ THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE 1 INTERVALS (Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: II BASEWIDTH(FT) = 5.21 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 80.11 CHANNEL LENGTH(FT) = 850.00 MANNING'S FACTOR = 0.015 CONSTANT LOSS RATE(CFS) = 0.00 II CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4222.04 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2742.38 \299 \190 \Staff \Bi1IF \s20 \OPTJ.FLD 1 I ed: 6/18/2003 12:02 PM . Page 33 of 91 CHANNEL NORMAL VELOCITY FOR Q = 2742.38 CFS = 32.67 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.951 II MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 I CONVEX METHOD CHANNEL ROUTING RESULTS: I OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) 16.000 1963.94 1962.03 1962.03 16.083 2165.73 2149.09 2149.09 16.167 2590.39 2555.38 2555.38 16.250 3146.47 3100.63 3100.63 16.333 3839.10 3782.00 3782.00 16.417 4222.04 4190.47 4190.47 16.500 3553.68 3608.79 3608.79 I 16.583 2940.24 2990.81 2990.81 2788.39 16.667 2774.74 2788.39 16.750 2906.81 2895.92 2895.92 16.833 3039.58 3028.63 3028.63 16.917 3118.86 3112.33 3112.33 17.000 3187.66 3181.99 3181.99 II 17.083 3236.40 3232.38 3232.38 17.167 3243.87 3243.25 3243.25 17.250 3198.71 3202.44 3202.44 17.333 3078.01 3087.96 3087.96 17.417 2883.35 2899.40 2899.40 17.500 2719.56 2733.06 2733.06 I 17.583 2620.92 2629.05 2629.05 2562.91 17.667 2557.70 2562.91 17.750 2507.31 2511.47 2511.47 17.833 2459.83 2463.74 2463.74 17.917 2415.99 2419.60 2419.60 18.000 2375.72 _2379.04 = = 2379.04 _____ _________ _____ PROCESS SUMMARY OF STORAGE: ______ ____ INFLOW VOLUME 3203.661 AF OUTFLOW VOLUME - 3203.661 AF LOSS VOLUME = 0.000 AF I ******************************************** * * * *** * * * * * * * * * * * * * * * * * * ** * * * ** FLOW PROCESS FROM NODE 2601.00 TO NODE 718.00 IS CODE = 1 » »>SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS) ««< = (UNIT-HYDROGRAPH ADDED TO STREAM #2) __ ________ ___ WATERSHED AREA = 881.000 ACRES EASEFLOW = 0.000 CFS /SQUARE -MILE II *USER ENTERED "LAG" TIME = 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TO0 LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.610 ' LOW LOSS FRACTION = 0.490 * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.57 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.17 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.55 I SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.92 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.36 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.29 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 I 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 I UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 RUNOFF HYDROGRAPH LISTING LIMITS: ' II MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION I INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) J 1 1.514 161.306 I 2 7.563 644.467 3 21.192 1452.197 4 39.300 1929.287 5 60.508 2259.600 \899 \190 \Staff \Bi11F \x20 \OPTJ.FLD 1 ed: 6/18/2003 12:02 PM Page 34 of 91 6 77.221 1780.753 7 87.385 1082.926 I 8 93.068 605.434 9 96.350 349.717 10 98.021 118.081 11 98.565 57.977 A 12 99.039 50.441 13 99.512 50.441 I 14 15 99.986 50.441 100.000 1.527 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 314.5533 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 337.3032 1 1 1 1 1 1 1 1. 1 1 1 a 1 I Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD ed: 6/18/2003 12:02 PM 111 Page 35 of 91 ' _ -__ 2 . === N O = F F O U R STORM P _ -- _ R U N O F F H Y D R O G G RAA P H 4 HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) IME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0 16.000 207.6065 237.10 . . Q . V • 16.083 209.5978 289.13 . Q V • 16.167 212.3524 399.96 Q V 555.48 I 16.250 216.1779 V .Q 16.333 220.5940 641.21 V Q 4 16.417 225.2685 678.73 V • 16.500 229.2734 581.51 . . . V Q • 16.583 232.4625 463.06 . . QV • I 16.667 235.1787 394.40 Q V 16.750 237.7670 375.81 •4 V 16.833 240.3215 370.92 .Q V 16.917 242.8595 368.51 .Q V • 17.000 245.4663 378.52 . .Q V. 17.083 248.1136 384.39 . . .Q V. • I 17.167 250. 3 81.25 Q. V 17.250 253 .2099 358.72 Q V 17.333 255.5299 336.88 Q• V 17.417 257.6664 310.21 Q • V 17.500 259.6488 287.85 . 4 V 17.583 261.5210 271.84 . . Q .V I 17.667 263.3181 260.94 Q V . 17.750 265.0601 252.93 Q V 17.833 266.7611 247.00 0 V 17.917 268.4322 242.64 . Q .V • 1 j 18.000 270.0753 238.58 . . Q • V *********** r**** **************************** * ** ** * * * **.* * ***** * ** *r+ *** **** FLOW PROCESS FROM NODE 718.00 TO NODE 718.10 IS CODE = 5.2 » » > MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD «< « I THE ___ = = == == = = =___ MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, I U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 I DOWNSTREAM ELEVATION(FT) = 96.40 CHANNEL LENGTH(FT) = 360.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: I MAXIMUM INFLOW(CFS) = 4869.21 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3123.38 CHANNEL NORMAL VELOCITY FOR Q = 3123.38 CFS - 24.83 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.936 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE I UNIT INTERVALS IS CSTAR - 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS I TIME (STREAM 2) FLOW (STREAM 2) (CFS) (HRS) (CFS) (CFS) 16.000 2199.12 2197.95 2197.95 16.083 2438.23 2427.41 2427.41 16.167 2955.35 2931.95 2931.95 16.250 3656.10 3624.40 3624.40 I 16.333 4423.21 4388.51 4388.51 16.417 4869.21 4849.03 4849.03 16.500 4190.29 4221.01 4221.01 • 16.583 3453.87 3487.18 3487.18 16.667 3182.79 3195.05 3195.05 I 16.750 3271.74 3267.71 3267.71 16.833 3399.56 3393.78 3393.78 16.917 3480.83 3477.16 3477.16 17.000 3560.51 3556.90 3556.90 17.083 3616.77 3614.23 3614.23 17.167 3624.50 3624.15 3624.15 I 17.250 3561.16 3564.02 3564.02 3431.00 17.333 3424.83 3431.00 17.417 3209.61 3219.34 3219.34 17.500 3020.91 3029.44 3029.44 1 17.583 2900.89 2906.32 2827.34 2906.32 17.667 2823.86 2827.34 I I7.750 2764.40 2767.09 2767.09 2713.17 17.833 2710.74 2713.17 17.917 2662.24 2664.43 2664.43 18.000 2617.62 2619.63 2619.63 : \899 \190 \Staff \Bi11F \5 r d: 6/18/2003 12:02 PM II Page 36 of 91 - __ _ PROCESS SUMMARY OF STORAGE: ' INFLOW VOLUME = 3540.964 AF OUTFLOW VOLUME = 3540.963 AF LOSS VOLUME = 0.000 AF f t#* *+ * 4** it# tt#+ i****###**#***+ k**#+***#** t* tk # #i # * * * #*tt * #t+ +ktt *+ # * * * +t * #+ ' FLOW PROCESS FROM NODE 718.10 TO NODE 718.20 IS CODE = 5.2 » »> MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< I THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). I ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 13.00 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) 100.00 DOWNSTREAM ELEVATION(FT) = 91.18 CHANNEL LENGTH(FT) = 630.00 MANNING'S FACTOR = 0.015 II CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4849.03 AVERAGE FLOWRATE IN EXCESS OF 50k MAXIMUM INFLOW = 3123.12 I CHANNEL NORMAL VELOCITY FOR Q = 3123.12 CFS = 27.13 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.941 ,- MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 II CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) I (HRS) (CFS) (CFS) (CFS) 16.000 2197.95 2196.45 2196.45 2410.70 2410.70 16.083 2427.41 16.167 2931.95 2895.20 2895.20 16.250 3624.40 3573.97 3573.97 16.333 4388.51 4332.86 4332.86 II 16.417 4849.03 4815.49 4815.49 16.500 4221.01 4266.75 4266.75 16.583 3487.18 3540.63 3540.63 16.667 3195.05 3216.33 3216.33 16.750 3267.71 3262.42 3262.42 16.833 3393.78 3384.59 3384.59 I 16.917 3477.16 3471.08 3471.08 17.000 3556.90 3551.09 3551.09 17.083 3614.23 3610.05 3610.05 17.167 3624.15 3623.43 3623.43 17.250 3564.02 3568.40 3568.40 ' 17.333 3431.00 3440.69 3440.69 I 17.417 3219.34 3234.76 3234.76 3043.27 17.500 3029.44 3043.27 17.583 2906.32 2915.28 2915.28 17.667 2827.34 2833.09 2833.09 17.750 2767.09 2771.48 2771.48 "' 17.833 2713.17 2717.09 2717.09 II 17.917 2664.43 2667.98 2667.98 18.000 2619.63 2622.90 2622.90 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 3540.963 AF OUTFLOW VOLUME = 3540.964 AF I LOSS VOLUME - 0.000 AF ************ ********************************* * * * * * * *t * ** * * * ** * * * ** ** * * * ** ** FLOW PROCESS FROM NODE 718.20 TO NODE 718.30 IS CODE = 5.2 I » » 6 MODEL CHANNEL .. ROUTING OF STREAM #2 BY THE CONVEX = METHOD__ «_ ......................... THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE I INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: I BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) 70.30 CHANNEL LENGTH(FT) = 1580.00 MANNING'S FACTOR = 0.014 ..] CONSTANT LOSS RATE(CFS) = 0.00 I CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4815.49 AVERAGE FLOWRATE IN EXCESS OF 50k MAXIMUM INFLOW = 3111.13 : \899 \190 \Staff \Bi11F \s \OPTJ.FLD IF . w ed: 6/18/2003 12:02 PM It Page 37 of 91 CHANNEL NORMAL VELOCITY FOR Q = 3111.13 CFS = 30.55 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.947 I MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: I OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) 16.000 2196.45 2194.55 2194.55 16.083 2410.70 2375.71 2375.71 16.167 2895.20 2816.08 2816.08 16.250 3573.97 3463.11 3463.11 16.333 4332.86 4208.92 4208.92 16.417 4815.49 4736.67 4736.67 16.500 4266.75 4356.37 4356.37 16.583 3540.63 3659.22 3659.22 16.667 3216.33 3269.29 3269.29 16.750 3262.42 3254.89 3254.89 16.833 3384.59 3364.64 3364.64 16.917 3471.08 3456.96 3456.96 17.000 3551.09 3538.03 3538.03 17.083 3610.05 3600.42 3600.42 17.167 3623.43 3621.24 3621.24 17.250 3568.40 3577.39 3577.39 17.333 3440.69 3461.55 3461.55 17.417 3234.76 3268.39 3268.39 17.500 3043.27 3074.55 3074.55 I 17.583 2915.28 2936.19 2936.19 2846.52 17.667 2833.09 2846.52 17.750 2771.48 2781.54 2781.54 17.833 2717.09 2725.98 2725.98 17.917 2667.98 2676.00 2676.00 18.000 2622.90 2630_26 = =_= 2630.26 = _ __ PROCESS SUMMARY OF STORAGE :== INFLOW VOLUME = 3540.964 AF OUTFLOW VOLUME = 3540.965 AF , LOSS VOLUME = 0.000 AF ********************************************* * ** * * * * * * * * * * * * ** * * ** * * * * * * * * ** - FLOW PROCESS FROM NODE 718.30 TO NODE 718.40 IS CODE = 5.2 >» »MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN = ORDER ____ = = = = = I TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) - 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 I DOWNSTREAM ELEVATION(FT) = 87.62 CHANNEL LENGTH(FT) = 1250.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 -' CHANNEL ROUTING COEFFICIENT ESTIMATED: I MAXIMUM INFLOW(CFS) = 4736.67 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3098.39 CHANNEL NORMAL VELOCITY FOR 0 = 3098.39 CFS = 24.63 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.935 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE I UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS i MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) )CFS) 16.000 2194.55 2195.97 2195.97 16.083 2375.71 2347.04 2347.04 16.167 2816.08 2746.38 2746.38 I 16.250 3463.11 3360.71 3360.71 16.333 4208.92 4090.88 4090.88 16.417 4736.67 4653.14 4653.14 16.500 4356.37 4416.55 4416.55 16.583 3659.22 3769.55 3769.55 16.667 3269.29 3331.00 3331.00 I 16.750 3254.89 3257.17 3257.17 3347.27 16.833 3364.64 3347.27 16.917 3456.96 3442.35 3442.35 17.000 3538.03 3525.20 3525.20 . 17.083 3600.42 3590.55 3590.55 17.167 3621.24 3617.95 3617.95 I 17.250 3577.39 3584.33 3584.33 17.333 3461.55 3479.88 3479.88 17.417 3268.39 3298.96 3298.96 17.500 3074.55 3105.23 3105.23 I Y:\B99\190\Staff\BillF\s20\OPTJ.FLD ed: 6/18/2003 12 :02 PM Page 38 of 91 17.583 2936.19 2958.08 2958.08 17.667 2846.52 2860.71 2860.71 17.750 2781.54 2791.82 2791.82 17.833 2725.98 2734.77 2734.77 17.917 2676.00 2683.91 2683.91 18.000 2630.26 2637.50 2637.50 PROCESS SUMMARY OF STORAGE: I INFLOW VOLUME = 3540.965 AF OUTFLOW VOLUME = 3540.964 AF LOSS VOLUME = 0.000 AF I ******************************************** * * * * * * * * * * * * * * * * * * * ** * * ** * * ** ** FLOW PROCESS FROM NODE 718.40 TO NODE 2710.00 IS CODE = 5.2 » »*MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< i THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 11.50 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 64.90 CHANNEL LENGTH(FT) = 2600.00 MANNING'S FACTOR = 0.015 1 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4653.14 . AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3063.75 ill CHANNEL NORMAL VELOCITY FOR Q = 3063.75 CFS = 26.81 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.940 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 0.999 II CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) 16.000 (CFS) (CFS) (205) 2195.97 2205.05 2205.05 16.083 2347.04 2301.04 2301.04 16.167 2746.38 2624.74 2624.74 16.250 3360.71 3173.54 3173.54 16.333 4090.88 3868.39 3868.39 i 16.417 4653.14 4481.75 4481.75 16.500 4416.55 4488.46 4488.46 16.583 3769.55 3966.63 3966.63 16.667 3331.00 3464.71 3464.71 16.750 3257.17 3279.76 3279.76 16.833 3347.27 3319.85 3319.85 I 16.917 3442.35 3413.37 3413.37 17.000 3525.20 3499.94 3499.94 17.083 3590.55 3570.63 3570.63 '17.167 3617.95 3609.59 3609.59 17.250 3584.33 3594.56 3594.56 17.333 3479.88 3511.69 3511.69 I 17.417 3298.96 3354.08 3354.08 3164.26 17.500 3105.23 3164.26 17.583 2958.08 3002.94 3002.94 17.667 2860.71 2890.40 2890.40 17.750 2791.82 2812.82 2812.82 17.833 2734.77 2752.16 2752.16 17.917 2663.91 2699.41 2699.41 18.000 2637.50 2651.65 2651.65 PROCESS . SUMMARY OF STORAGE: INFLOW VOLUME = 3540.964 AF OUTFLOW VOLUME = 3540.963 AF I LOSS VOLUME = 0.000 AF ********************************************* * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2718.00 TO NODE 2710.00 IS CODE = 1 » » *SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS) = « <* _ (UNIT - HYDROGRAPH ADDED TO STREAM #2) 1 WATERSHED AREA = 277.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME 0.190 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. 1 THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) J MAY HE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.300 LOW LOSS FRACTION = 0.220 * HYDROGRAPH MODEL #1 SPECIFIED* \899 \190 \Staff \BillP \s20 \OPTJ.FLD lir It ed: 6/18/2003 12:02 PM Page 39 of 91 SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.59 • SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.21 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.60 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.09 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.01 _j SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 8.87 I *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 43.860 1 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 = UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 3.451 115.600 2 23.188 661.181 3 56.968 1131.620 4 83.318 882.716 _ 5 94.150 362.868 6 97.949 127.275 7 98.939 33.170 8 99.497 18.692 9 99.799 10.107 10 99.950 5.054 11 100.000 1.685 II TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 42.3725 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 153.2884 1 1 1 , --, 1 1 1 1 1 7 1 I \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD lir Page 40 of 91 ed., 6/18/2003 12:02 PM I 2 4 -HOUR _ = S T O R M RUNOFF H Y D R O O G R A P H 1 HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) IME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0 16.000 96.2811 134.55 . Q V • 16.083 97.5611 185.86 . Q • V • I 16.167 99.6393 301.75 . V Q • 16.250 102.2329 376.59 V. Q 16.333 104.3580 308.56 V Q • 16.417 105.7006 194.94 Q. V 16.500 106.7495 152.30 . Q V • 16.583 107.8396 158.29 . . Q V • • I 16.667 109.0693 178.55 Q V 16.750 110.3674 188.48 Q • V 16.833 111.6983 193.25 Q• V. • 16.917 113.0462 195.72 Q. V. 17.000 114.4098 197.99 . Q. V. . 17.083 115.7633 196.52 . Q. V I 17.167 116.9838 177.22 Q V 17.250 117.9599 141.73 Q V • 17.333 118.7339 112.39 .Q V • 17.417 119.4117 98.41 . Q. .V 17.500 120.0428 91.64 . Q. •V . 17.583 120.6484 87.93 . Q • •V . I 17.667 121.2329 84.87 Q V 17.750 121.7995 82.27 Q • V 17.833 122.3505 79.99 Q V 17.917 122.8875 77.98 . Q • V 18.000 123.4121 76.16 . Q • V ************** AAA* ***** ***************** rr rr r **** *r* ** ** ** ** * * * *** * * * ****** FLOW PROCESS FROM NODE 2710.00 TO NODE 2711.00 IS CODE = 5.2 >›>» MODEL . CHANNEL = ROUTING = OF = STREAM = # = BY = THE CONVEX = METHOD« « z== = = =____ II[ THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, I U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 73.60 ' CHANNEL LENGTH(FT) = 2000.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: I MAXIMUM INFLOW(CFS) = 4676.69 AVERAGE FLOWRATE IN EXCESS OF 50k MAXIMUM INFLOW = 3144.48 CHANNEL NORMAL VELOCITY FOR Q = 3144.48 CFS = 27.26 FPS _ ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.941 .- MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE I UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS I TIME (STREAM 2) FLOW (STREAM 2) (CFS) (HRS) (CFS) (CFS) 16.000 2339.60 2351.27 2351.27 16.083 2486.90 2452.98 2452.98 16.167 2926.49 2825.24 2825.24 I 16.250 3550.14 3406.49 3406.49 16.333 • 4176.95 4032.56 4032.56 16.417 4676.69 4561.57 4561.57 16.500 4640.76 4649.03 4649.03 16.583 4124.92 4243.73 4243.73 16.667 3643.26 3754.21 3754.21 I 16.750 3468.25 3508.57 3508.57 16.833 3513.10 3502.77 3502.77 16.917 3609.09 3586.98 3586.98 17.000 3697.94 3677.47 3677.47 17.083 3767.15 3751.20 3751.20 17.167 3786.81 3782.28 3782.28 I 17.250 3736.29 3747.92 3747.92 3649.93 17.333 3624.08 3649.93 17.417 3452.49 3492.02 3492.02 17.500 3255.90 3301.19 3301.19 u 17.583 3090.87 3128.88 3128.88 17.667 2975.27 3001.90 3001.90 I 17.750 2895.09 2913.56 2913.56 2846.65 17.833 2832.16 2846.65 17.917 2777.40 2790.01 2790.01 18.000 2727.81 2739.23 2739.23 Y: \899 \190 \Staff \Bi11F \s \OPTJ.F I I ed: 6/18/2003 12:02 PM Page 41 of 91 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 3694.252 AF OUTFLOW VOLUME = 3694.251 AF LOSS VOLUME = 0.000 AF --***+****************+************************ * **** * * * * * * * * * * * * * * * * * * * *** * * ** II FLOW PROCESS FROM NODE 2727.00 TO NODE 2711.00 IS CODE = 1 >* »SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) <<<c< I (UNIT - HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 926.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.380 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. I THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.360 LOW LOSS FRACTION = 0.340 ' *HYDROGRAPH MODEL #1 SPECIFIED* II SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.71 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.03 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.50 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.65 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.93 I SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 8.90 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 I 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 111 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES I UNIT INTERVAL PERCENTAGE OF LAG -TIME = 21.930 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 II ___________ .. = UNIT HYDROGRAPH DETERMINATION =___ _________ I INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 1.280 143.324 2 5.622 486.243 3 16.129 1176.664 4 30.247 1581.035 5 48.037 1992.317 6 65.898 2000.252 7 79.093 1477.656 8 87.542 946.206 9 92.554 561.232 I 10 95.746 357.438 11 97.576 204.950 12 98.322 83.617 13 98.734 46.050 14 99.145 46.039 15 99.556 46.039 II 16 99.967 46.039 17 100.000 3.712 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 217.6674 II TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 438.6707 II II 1 II \899 \190 \Staff \Bil1F \s2 \OPTJ.FLD lir I d: 6/18/2003 12:02 PM Page 42 of 91 2 = -HOUR U R S T O R - M = RUNOFF H Y D R O G R A P H _-_= _j HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) I IME(HRS) VOLUME(AF) Q(CFS) 0. 200.0 400.0 600.0 800.0 16.000 269.5586 295.96 . Q V . ' 16.083 271.7459 317.59 . . Q V 16.167 274.4803 397.04 . . Q. V I 278.4046 569.81 V Q 16.333 283.0862 679.76 V Q 16.417 288.5395 791.81 V Q 16.500 294.0436 799.20 . V Q 16.583 298.7753 687.05 . V Q I 16.667 302.7772 581.07 V Q. 16.750 306.3275 515.51 Q V 16.833 309.7187 492.40 Q V • 16.917 312.9831 473.99 . Q V • 17.000 316.1328 457.34 . • Q V • 17.083 319.2683 455.27 . • Q V. 1 17.167 322.4013 454.91 . • Q V. 17.250 325.4565 443.61 . • Q V. 17.333 328.3811 424.67 . .0 V. 17.417 331.0635 389.48 . Q• V 17.500 333.5617 362.74 . Q V _ 17.583 335.9143 341.60 . Q V ' I 17.667 338.1616 326.30 . Q V 17.750 340.3294 314.78 . Q .V 17.833 342.4344 305.64 . Q .V 17.917 344.4899 298.46 . Q .V 18.000 346.5074 292.93 . Q .V ♦************* ************************ * ** * * * * **** ** * * * ** *t * * *** * * * *** * * * ** FLOW PROCESS FROM NODE 2711.00 TO NODE 2711.00 IS CODE = 11 === a9L =EW STREAM NUMBER 2 HYDROGRAPH<cc9< === s=== :__________ STREAM HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) TIME(HRS) VOLUME(AF) Q(CFS) 0. 1375.0 2750.0 4125.0 5500.0 14.000 1935.4019 3008.96 V .Q 14.083 1956.3342 3039.39 V • Q 14.167 1977.7173 3104.83 V. Q 14.250 1999.9342 3225.89 . V. Q ' 14.333 2023.3436 3399.04 . V. Q 14.417 2048.2874 3621.83 I V. 0 14.500 2074.8250 3853.28 V 0 ' 14.583 2102.6194 4035.75 V 0 . 14.667 2131.2292 4154.15 V Q 14.750 2160.3223 4224.31 . V Q • 14.833 2189.6963 4265.12 . .V - • I 14.917 2219.2188 4286.67 .V .0 15.000 2248.7959 4294.62 .V .0 15.083 2278.3633 4293.20 • V . 15.167 2307.8711 4284.55 • V ' . 15.250 2337.2722 4269.03 . • V .0 15.333 2366.5225 4247.13 • V Q I 15.417 2395.4990 4207.41 V Q 15.500 2423.8528 4116.96 V Q 15.583 2451.0313 3946.33 V Q ' 15.667 2476.4592 3 . v Q 15.750 2499.5566 3353.75 . . Q ' 15.833 2520.2578 3005.82 . .Q V I 15.917 2539.2156 2752.66 Q V 16.000 2557.4473 2647.23 Q. V 16 2576.5283 2770.57 Q V 16.167 2598.7205 3222.28 . 0 V 16.250 2626.1055 3976.30 . V Q ' 16.333 2658.5596 4712.33 . V Q 16.417 2695.4287 5353.39 V Q 16.500 2732.9509 5448.22 V Q 16.583 2766.9094 4930.78 V Q 16.667 2796.7666 4335.27 . . V . Q 16.750 2824.4807 4024.08 . V Q 16.833 2851.9956 3995.18 I V Q 16.917 2879.9636 4060.97 V Q. 17.000 2908.4404 4134.82 V Q 17.083 2937.4106 4206.48 V Q 17.167 2966.5923 4237.18 . V Q • 17.250 2995.4595 4191.53 . V Q • I 17.333 3023.5215 4074.59 0. 17.417 3050.2534 3881.49 Q 17.500 3075.4871 3663.93 0 V. 17.583 3099.3884 3470.49 Q V. 17.667 3122.3098 3328.19 . . Q V 17.750 3144.5435 3228.34 . . 0 V I 17.833 3166.2534 3152.30 • 0 V 17.917 3187.5239 3088.47 • Q V 1 8.000 3208.4065 3032.16 • 0 .V 18.083 3228.9243 2979.19 . . 0 .V I Y:\1399\290\Staff\BillF\s20\OPTJ.FLD ed: 6/18/2003 12:02 PM I Page 43 of 91 18.167 3249.0598 2923.69 . . .0 .V • 18.250 3268.7380 2857.28 . Q •V • II 18.333 3287.8066 2768.75 4 V 18.417 3306.0552 2649.69 Q. -V 18.500 3323.4045 2519.11 Q • V 18.583 3339.9734 2405.80 Q . V ? 18.667 3355.9417 2318.60 . Q V 18.750 3371.4326 2249.29 . Q - V II 18.833 3386.5181 2190.42 . Q . V 18.917 3401.2598 2140.50 . Q . V 19.000 3415.7117 2098.43 . . Q V 19.083 3429.9094 2061.51 . - Q . V - 19.167 3443.8738 2027.63 . . Q . . v 19.250 3457.6216 1996.18 . I Q V 19.333 3471.1685 1967.01 Q V 19.417 3484.5293 1940.00 Q V 19.500 3497.7178 1914.97 Q V 19.583 3510.7471 1891.86 . - Q V 19.667 3523.6274 1870.22 . . Q . V 19.750 3536.3669 1849.78 I Q V 19.833 3548.9736 1830.48 Q - V 19.917 3561.4541 1812.18 0 V 20.000 3573.8137 1794.63 Q V I ttt tt t.t ttttt •ttttttttttttttt.ttttt t t t t t. t t. t t t tt.....tt t. t tt.. t tt FLOW PROCESS FROM NODE 2711.00 TO NODE 2711.00 IS CODE = 7 » »> STREAM NUMBER 2 ADDED TO STREAM NUMBER 1«<c< I tttttttttttttttttt tt tttttttt ttttttttttttttt.ttttttt tttt.tttt.tt.t.tt.tttttt FLOW PROCESS FROM NODE 2711.00 TO NODE 1738.00 IS CODE = 5.2 I] › == MODEL = CHANNEL = ROUTING OF STREAM _ #1 - BY = THE - CONVEX METHOD =« _ <- ________ 1 THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, II U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) - 52.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 I DOWNSTREAM ELEVATION(FT) = 52.96 CHANNEL LENGTH(FT) = 4800.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: II MAXIMUM INFLOW(CFS) = 13041.65 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 8695.20 CHANNEL NORMAL VELOCITY FOR Q = 8695.20 CFS = 29.34 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.945 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 0.991 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS I TIME (STREAM 1) FLOW (STREAM 1) (CFS) (HRS) (CFS) (CFS) 16.000 8097.73 8195.26 8195.26 16.083 8308.49 8199.81 8199.81 16.167 9051.13 8664.17 8664.17 16.250 10331.93 9662.79 9662.79 II 16.333 11602.67 10936.26 10936.26 16.417 12687.57 12117.78 12117.78 16.500 13041.65 12852.56 12852.56 16.583 12560.28 12808.80 12808.80 16.667 11828.63 12211.11 12211.11 II 16.750 11279.88 11568.49 11568.49 16.833 11019.15 11157.23 11157.23 16.917 10916.84 10971.24 10971.24 17.000 10894.95 10906.81 10906.81 17.083 10931.14 10912.43 10912.43 17.167 10939.28 10934.88 10934.88 II 17.250 10842.74 10892.88 10892.88 17.333 10645.65 10748.54 10748.54 17.417 10333.78 10496.79 10496.79 17.500 9987.20 10168.78 10168.78 17.583 9659.71 9831.54 9831.54 17.667 9383.05 9528.37 9528.37 II 17.750 9160.55 9277.48 9277.48 9077.24 17.833 8984.91 9077.24 17.917 8840.33 8916.30 8916.30 18.000 8719.51 8782.98 8782.98 =__ PROCESS SUMMARY OF STORAGE: _ II INFLOW VOLUME = 14648.019 AF OUTFLOW VOLUME = 14648.012 AF LOSS VOLUME = 0.000 AF - Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD Page 44 of 91 ed: 6/18/2003 12:02 PM FLOW PROCESS FROM NODE 2023.00 TO NODE 1738.00 IS CODE = 1 » »>SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS)_ < = « 7 (UNIT- HYDROGRAPH ADDED TO STREAM #1) i WATERSHED AREA = 4053.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.620 HOURS VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.250 I LOW LOSS FRACTION = 0.210 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.55 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.11 I SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.45 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.64 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.73 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.02 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: I 5-MINUTE FACTOR = 0.423 0- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 II UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 13.441 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18 =0 _ _ __ _ -_ __ _____________ = = UNIT HYDROGRAPH DETERMINATION j INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 0.768 376.467 II 2 2.499 848.629 3 5.594 1516.973 4 11.677 2981.615 5 19.500 3834.342 6 28.097 4213.765 7 38.214 4959.186 8 50.095 5823.402 g 61.025 5357.591 10 71.026 4902.117 11 78.505 3665.959 12 84.341 2860.429 13 88.606 2090.834 14 91.603 1468.935 15 94.072 1209.835 16 95.796 845.312 17 96.963- 571.807 • 18 97.910 464.360 • I 19 98 256 169.588 20 98.508 123.613 21 98.760 123.437 22 99.012 123.505 23 99.264 123.437 24 99.516 123.437 I 25 26 99.768 123.437 100.000 113.957 TOTAL SOIL -LOSS VOLUME(ACRE - FEET) = 602.1517 II TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 2309.1133 II 1 ,1 Y: \B99 \190 \Staff \Bi11F \82O \OPTJ.FLD ed: 6/18/2003 12:02 PM III Page 45 of 91 III 2 4 - H O U R S T O R M R U N O F F H Y D R O G R A P H - _______= HYDROGRAPH IN FIVE-MINUTE = UNIT INTERVALS (CFS) (Note: Time indicated is at END of Each Unit Intervals) IME(HRS) VOLUME(AF) Q(CFS) 0. 750.0 1500.0 2250.0 3000.0 16.000 1395.1149 1860.72 . Q 16.083 1407.9391 1862.07 . . Q . 16.167 1421.1600 1919.69 . VQ • ' 16.250 1435.3580 2061.55 V Q 16.333 1451.4701 2339.46 V .Q 16.417 1468.8525 2523.93 V Q • 16.500 1487.0508 2642.39 . V Q • 16.583 1506.3937 2808.60 . V Q • 16.667 1526.9489 2984.61 . V Q 16.750 1547.1306 2930.39 . . v Q. 16.833 1566.7618 2850.45 . V . Q 16 • .917 1585.1224 2665.96 . V Q 17.000 1602.8998 2581.27 V . Q ' 17.083 1620.1415 2503.49 V Q 17.167 1637.0251 2451.51 V • ' 17.250 1653.7407 2427.09 V Q V .Q Q 17.333 1669.9192 2349.11 ' 17.417 1685.4596 2256.47 VQ 17.500 1700.3994 2169.25 . QV. 17.583 1714.4515 2040.38 . Q V. I 17.667 1727.7325 1928.39 Q V. 17.750 1740.3015 1825.02 Q V 17.833 1752.1853 1725.52 Q V 17.917 1763.4722 1638.85 .Q V 1J 18.000 1774.2426 1563.85 . Q V III FLOW PROCESS FROM NODE 1738.00 TO NODE 2809.00 IS CODE = 5.2 » »> MODEL CHANNEL ROUTING OFSTREAM #1 BY THE CONVEX METHOD« <s< = = ........ = = _ ____ I THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, I U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 62.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 I DOWNSTREAM ELEVATION(FT) = 66.34 CHANNEL LENGTH(FT) = 3400.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 15617.39 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 10541.18 CHANNEL NORMAL VELOCITY FOR Q = 10541.18 CFS = 29.99 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.946 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 0.998 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HAS) (CFS) (CFS) (CFS) 16.000 10055.98 10196.70 10196.70 16.083 10061.88 10059.99 10059.99 16.167 10583.86 10396.66 10396.66 16.250 11724.35 11315.03 11315.03 16.333 13275.72 12718.68 12718.68 16.417 14641.71 14150.92 14150.92 16.500 15494.95 15188.16 15188.16 16.583 15617.39 15572.99 15572.99 16.667 15195.72 15346.88 15346.88 16.750 14498.88 14749.04 14749.04 I 16.833 14007.67 14184.24 14184.24 16.917 13637.19 13770.35 13770.35 17.000 13488.08 13541.77 13541.77 17.083 13415.92 13441.89 13441.89 17.167 13386.39 13397.03 13397.03 i 17.250 13319.98 13343.81 13343.81 17.333 13097.64 13177.42 13177.42 17.417 12753.25 12876.89 12876.89 17.500 12338.04 12487.15 12487.15 17.583 11871.91 12039.32 12039.32 17.667 11456.76 11605.92 11605.92 I 17.750 11102.50 11229.79 11229.79 17.833 10802.76 10910.46 10910.46 17.917 10555.15 10644.13 10644.13 18.000 10346.83 10421.69 10421.69 Y: \899 \190 \Staff \Bi11F \S \OPTJ.FLD I r ed: 6/18/2003 12:02 PM II Page 46 of 91 ....................... ROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 16957.141 AF OUTFLOW VOLUME = 16957.115 AF LOSS VOLUME = 0.000 AF i - - +++ xx + r + xr+ x: rt+ r+ +++++++++++++ r++++++ xx+++ rr + + ++ +r + ++ + + + + + + + + + + +tr +x + + + +x ++ FLOW PROCESS FROM NODE 2101.00 TO NODE 2809.00 IS CODE = 1 = __ -- II >a SUBAREA RUNG F (UNIT- HYDROGRAPH ANALYSIS) « «< =============.........-.=. • (UNIT- HYDROGRAPH. ADDED TO STREAM #1) 1 WATERSHED AREA = 787.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.500 HOURS VALLEY(DEVELOPED) S -GRAPH SELECTED I MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.070 LOW LOSS FRACTION = 0.100 * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.50 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.02 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.35 I SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.53 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.75 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 7.81 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: II 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 1 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 16.667 RUNOFF HYDROGRAPH LISTING LIMITS: I MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 :__ :_______________ = = =UNIT HYDROGRAPH DETERMINATION _ t INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) I 1 0.952 90.646 2 3.388 231.806 3 9.011 535.164 4 18.172 871.977 5 28.932 1024.091 6 41.900 1234.268 7 56.250 1365.829 8 69.213 1233.776 9 78.738 906.564 10 85.684 661.138 11 90.226 432.243 12 93.529 314.363 13 95.777 213.985 I 14 97.216 136.934 15 98.120 86.067 16 98.437 30.210 17 98.750 29.741 18 99.062 29.747 19 99.375 29.741 20 99.687 29.741 21 100.000 29.741 22 100.000 0.010 I TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 47.4686 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 441.9716 1 1 .:3 II Y: \899 \190 \Staff \Ei11F \s \OPTJ.FLD 1 ed: 6/18/2003 12:02 PM I Page 47 of 91 = 2 H O U R T R M_ H _ RUNOFF H Y D R R O G G R A P P H _I HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) II IME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0 16.000 269.5980 354.76 . . Q V 16.083 272.1251 366.93 . Q V 16.167 274.8939 402.04 • Q V VQ I 16.250 278.1253 469.20 V Q 16.333 281.8324 538.27 V Q 16.417 285.8099 577.54 V Q 16.500 290.0719 618.84 . V Q • 16.583 294.4796 640.00 . V Q I 16.667 298.7357 617.99 V Q 16.750 302.6353 566.22 V Q • 16.833 306.3153 534.33 VQ 16.917 309.8658 515.52 VQ 17.000 313.4225 516.44 . VQ 17.083 316.9675 514.73 . • 17.167 320.4916 511.71 Q 17.250 323.9565 I 503.11 Q 17.333 327.3068 486.45 Q V. • 17.417 330.5657 473.19 Q V. 17.500 333.6897 453.61 . Q V 17.583 336.6445 429.04 . Q V 17.667 339.4243 I 17.750 342.0592 Q V 382.59 Q V 17.833 344.5483 361.42 Q V 17.917 346.9519 348.99 . Q. . j 18.000 349.2864 338.97 . Q. 'V . FLOW PROCESS FROM NODE 2809.00 TO NODE 2828.00 IS CODE = 5.2 __ »MODEL = CHANNEL = ROUTING = OF = STREAM = #1 BY = THE = CONVEX ' METHOD «<_- - __ I== ========.==========.============= THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 52.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 I DOWNSTREAM ELEVATION(FT) = 68.98 CHANNEL LENGTH(FT) = 2350.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: I MAXIMUM INFLOW(CFS) = 16212.99 AVERAGE FLOWRATE IN EXCESS OF 50t MAXIMUM INFLOW = 10978.31 CHANNEL NORMAL VELOCITY FOR Q = 10978.31 CFS = 35.07 FPS 1 ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.954 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE ' UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 10551.46 10651.64 10651.64 16.083 10426.92 10453.46 10453.46 16.167 10798.69 10719.49 10719.49 16.250 11784.22 11574.26 11574.26 16.333 13256.95 12943.20 12943.20 16.417 14728.46 14414.96 14414.96 16.500 15806.99 15577.21 15577.21 16.583 16212.99 16126.49 16126.49 16.667 15964.86 16017.72 16017.72 I 16.750 15315.26 15453.65 15453.65 16.833 14718.58 14845.70 14845.70 16.917 14285.87 14378.06 14378.06 17.000 14058.21 14106.71 14106.71 17.083 13956.61 13978.26 13978.26 17.167 13908.73 13918.93 13918.93 17.250 13846.92 13860.09 13860.09 ' 17.333 13663.87 13702.87 13702.87 17.417 13350.08 13416.94 13416.94 17.500 12940.75 13027.96 13027.96 1 17.583 12468.36 12569.00 12569.00 17.667 12009.56 12107.30 12107.30 ' 17.750 11612.38 11697.00 11697.00 17.833 11271.88 11344.42 11344.42 17.917 10993.12 11052.51 11052.51 18.000 10760.66 10810.18 10810.18 Y: \899 \190 \Staff \Bi1 \s \OPTJ.F I II d: 6/18/2003 12:02 PM Page 48 of 91 I = = ROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 17399.090 AF OUTFLOW VOLUME = 17399.105 AF LOSS VOLUME = 0.000 AF a LOW PROCESS FROM NODE 2815.00 TO NODE 2828.00 IS CODE = 1 » »SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS)<< «< I (UNIT - HYDROGRAPH ADDED TO STREAM *1) WATERSHED AREA = 952.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED " LAG" TIME = 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. t THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.070 LOW LOSS FRACTION = 0.100 * HYDROGRAPH MODEL #1 SPECIFIED* I SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.50 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.02 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.35 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.53 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.75 I SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 7.50 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 11 1 -HOUR FACTOR - 0.487 3 -HOUR FACTOR - 0.836 6 -HOUR FACTOR - 0.927 24 -HOUR FACTOR - 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES I UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 ______________ := === = UNIT HYDROGRAPH = DETERMINATION II INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 1.514 174.306 2 7.563 696.405 3 21.192 1569.229 I 4 39.300 2084.769 5 60.508 2441.701 6 77.221 1924.264 7 87.385 1170.199 8 93.068 654.226 9 96.350 377.901 I 10 98.021 192.433 11 98.565 62.650 12 99.039 54.506 13 99.512 54.506 14 99.986 54.506 15 100.000 1.650 I 55.0696 TOTAL SOIL -LOSS VOLUME(ACRE - FEET) _ TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 513.4852 1 II 1 I Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD d: 6/18/2003 12:02 PM 'e Page 49 of 91 ill = - -2 - H O U R R STORM = RUNOFF H Y D R O G R A P H A HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) IME(HRS) VOLUME(AF) Q(CFS) 0. I 250.0 500.0 750.0 1000.0 16.000 318.1961 392.59 . . Q . V - 16.083 321.3963 464.67 . Q . V - 16.167 325.5630 605.00 QV : I 16.250 330.9941 788.60 V Q 16.333 337.1035 887.0 V Q 16.417 343.4231 917.62 V :Q • 16.500 348.9302 799.63 . . . 16.583 353.5256 667.26 . . QV II 16.667 357.6393 597.32 Q V 16.750 361.7016 589.84 Q V 16.833 365.8159 597.40 Q V • 16.917 369.9798 604.60 Q V 17.000 374.2635 621.99 . Q V. 17.083 378.6141 631.71 . . Q V. ' 17.167 382.9258 626.05 Q V. 17.250 387.0051 592.32 Q V 17.333 390.8268 554.91 • Q V 17.417 394.3329 509.09 . Q V • 17.500 397.5745 470.67 . . Q • V 17.583 400.6273 443.27 . Q .V I 17.667 403.5520 424.66 Q V 17.750 406.3827 411.02 Q •V 17.833 409.1441 400.95 Q V 17.917 411.8547 393.58 . . Q . V 18.000 414.5180 386.72 . . Q . • V III ***** *************************************** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2828.00 TO NODE 2834.00 IS CODE = 5.2 == > == MODEL = C HANNE L ROUTING C OF = STREAM #1 BY THE CONVEX = METHOD««< CC_C THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, II U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 52.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 II DOWNSTREAM ELEVATION(FT) = 57.84 CHANNEL LENGTH(FT) = 3100.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: I MAXIMUM INFLOW(CFS) = 16793.75 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 11461.52 CHANNEL NORMAL VELOCITY FOR Q = 11461.52 CFS = 35.98 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.955 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE II UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 11044.23 11175.92 11175.92 16.083 10918.12 10952.75 10952.75 16.167 11324.49 11212.99 11212.99 16.250 12362.87 12077.92 12077.92 II 16.333 13830.27 13427.56 13427.56 16.417 15332.58 14920.28 14920.28 16.500 16376.84 16090.22 16090.22 16.583 16793.75 16679.29 16679.29 16.667 16615.04 16664.05 16664.05 II 16.750 16043.49 16200.33 16200.33 16.833 15443.10 15607.87 15607.87 16.917 14982.66 15109.03 15109.03 17.000 14728.70 14798.41 14798.41 17.083 14609.97 14642.56 14642.56 17.167 14544.99 14562.82 14562.82 I 17.250 14452.41 14477.81 14477.81 17.333 14257.78 14311.19 14311.19 17.417 13926.02 14017.07 14017.07 17.500 13498.63 13615.92 13615.92 17.583 13012.27 13145.75 13145.75 °" 17.667 12531.97 12663.78 12663.78 II 17.750 12108.02 12224.37 12224.37 17.833 11745.37 11844.90 11844.90 17.917 11446.09 11528.23 11528.23 18.000 11196.90 11265.29 11265.29 Y: \B99 \190 \Staff \Bi11F \s \OPTJ.FLD I III : 6/18/2003 12:02 PM Page 50 of 91 PROCESS SUMMARY OF STORAGE: II INFLOW VOLUME = 17912.594 AF - OUTFLOW VOLUME = 17912.586 AF LOSS VOLUME = 0.000 AF I ************************************************************************** FLOW PROCESS FROM NODE 2316.00 TO NODE 2834.00 IS CODE = 1 » »»SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< II (UNIT - HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 5150.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.600 HOURS VALLEY(DEVELOPED) S -GRAPH SELECTED I MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.280 LOW LOSS FRACTION = 0.260 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.53 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.08 ' SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.40 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.51 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.73 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 8.32 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: I 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 111 24 -HOUR FACTOR - 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 13.889 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION I/ INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) II 1 0.794 494.308 2 2.608 1129.842 3 6.000 2112.806 4 12.565 4089.124 5 20.750 5097.813 6 29.829 5654.528 7 40.612 6715.596 8 52.865 7631.692 9 64.128 7015.158 10 73.711 5968.562 11 80.628 4308.055 12 86.199 3469.708 II 13 89.926 2321.250 14 92.803 1791.990 15 94.970 1349.535 16 96.451 922.272 17 97.540 678.263 18 98.151 380.733 I 21 98.411 162.207 20 98.672 162.207 21 98.932 162.117 22 99.193 162.207 23 99.453 162.117 II 24 99.713 162.117 25 99.974 162.117 26 100.000 16.484 II TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 872.5228 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 2539.7229 II I Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD d: 6/18/2003 12:02 PM I Page 51 of 91 IL 2 4 -HOUR STORM R U N O F F H Y D R O G R A P H _ , _______ == === HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS (CFS) (Note: Time indicated is at END of Each Unit Intervals) ,IME(HRS) VOLUME(AF) Q(CFS) 0. 900.0 1800.0 2700.0 3600.0 16.000 1528.6613 2077.00 . QV 16.083 1543.0848 2094.30 . QV 16.167 1558.1854 2192.61 . Q Q I 16.250 1574.7687 2407.89 V Q 16.333 1593.8860 2775.84 16.417 1614.5623 3002.19 V Q 16.500 1636.3077 3157.44 . V Q 16.583 1659.5370 3372.89 . . V Q 16.667 1683.9857 3549.96 . V Q I 16.750 1707.7971 3457.41 V Q 16.833 1730.3809 3279.16 V Q • 16.917 1751.2963 3036.91 V Q 17.000 1771.6436 2954.43 . V • Q 17.083 1791.1656 2834.61 . V .Q 17.167 1810.4526 2800.47 V .Q ' 17.250 1829.3685 2746.59 V Q 17.333 1847.7078 2662.86 Q. 17.417 1865.4349 2573.98 QV. 17.500 1882.4307 2467.78 . . Q V. ' 17.583 1898.6656 2357.32 . . Q V. I 17.667 1914.2379 2261.09 Q V 17.750 1929.1587 2166.50 Q V 17.833 1943.4546 2075.77 Q V 17.917 1957.2194 1998.64 • Q V 1 18.000 1970.5055 1929.15 . .Q .V ' ******************************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2834.00 TO NODE 2919.00 IS CODE = 5.2 >» »MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD«**< = ...======... = = _ I THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 60.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 38.36 ' CHANNEL LENGTH(FT) = 4600.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 20214.01 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 13850.36 CHANNEL NORMAL VELOCITY FOR Q = 13850.36 CFS = 36.85 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.956 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE I UNIT INTERVALS IS CSTAR = 0.998 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS I TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 13252.91 13501.33 13501.33 16.083 13047.05 13129.63 13129.63 16.167 13405.60 13262.75 13262.75 16.250 14485.81 14054.69 14054.69 I 16.333 16203.41 15517.52 15517.52 16.417 17922.46 17235.51 17235.51 16.500 19247.66 18717.80 18717.80 16.583 20052.19 19730.30 19730.30 16.667 20214.01 20148.86 20148.86 16.750 19657.73 19879.48 19879.48 I 16.833 18887.03 19194.84 19194.84 16.917 18145.94 18442.11 18442.11 17.000 17752.84 17910.19 17910.19 17.083 17477.17 17587.42 17587.42 17.167 17363.29 17408.92 17408.92 17.250 17224.40 17279.88 17279.88 i 17.333 16974.05 17074.01 17074.01 17.417 16591.05 16744.00 16744.00 17.500 16083.70 16286.35 16286.35 17.583 15503.06 15735.04 15735.04 J 17.667 14924.88 15155.93 15155.93 17.750 17.833 14390.87 14604.30 14604.30 13920.67 14108.62 14108.62 17.917 13526.87 13684.29 13684.29 18.000 13194.44 13327.33 13327.33 III Y:\899\190\Staff\Bi/lF\s 20 \OPTJ. FLD II 1 I ed: 6/18/2003 12:02 PM Page 52 of 91 = PROCESS SUMMARY OF STORAGE: I INFLOW VOLUME = 20452.314 AF OUTFLOW VOLUME = 20452.307 AF LOSS VOLUME = 0.000 AF i I FLOW PROCESS FROM NODE 2407.00 TO NODE 2406.00 IS CODE = 1 = » »>SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS)cc «c = (UNIT- HYDROGRAPH ADDED TO STREAM #3) II WATERSHED AREA = 575.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE T00 LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.070 LOW LOSS FRACTION = 0.110 * HYDROGRAPH MODEL #1 SPECIFIED* I SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.46 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 0.95 SPECIFIED PEAR 1 -HOUR RAINFALL(INCH) = 1.25 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.25 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.25 I SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 6.50 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 IJ 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR - 0.487 111 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 I RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION I INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 1.514 105.279 2 7.563 420.623 3 21.192 947.801 I 4 39.300 1259.183 5 60.508 1474.767 6 77.221 1162.239 7 87.385 706.790 8 93.068 395.147 '.. 9 96.350 228.249 I 10 98.021 116.228 11 98.565 37.840 12 99.039 32.921 13 99.512 32.921 14 99.986 32.921 15 100.000 0.996 II TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 31.8827 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 265.7341 II a I Y : \1399\190\Staff \PIUS\ S20 \OPTJ . FLD d: 6/18/2003 12:02 PM I lL Page 53 of 91 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H _ HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) IME(HRS) VOLUME(AF) Q(CFS) 0. I 150.0 300.0 450.0 600.0 - 16.000 163.6907 216.53 Q V ' 16.083 165.4710 258.51 . Q V • I 16.167 167.7972 337.75 . Q V 16.250 170.8280 440.07 V Q 16.333 174.2341 494.57 V . Q 16.417 177.7492 510.39 V Q 16.500 180.8015 443.21 . V Q 16.583 183.3285 366.92 . Q V ' 11116.667 185.5646 324.68 .0 V V . 16.750 187.7456 316.68 .Q V 16.833 189.9305 317.24 .Q V 16.917 192.1212 318.10 . .0 17.000 194.3600 325.06 . .Q V. 17.083 196.6209 328.28 . .Q V. ' 17.167 198.8495 323.60 .0 V. • 17.250 200.9449 304.25 Q V 17.333 202.8971 283.46 Q • V 17.417 204.6777 258.55 . Q V 17.500 206.3150 237.73 . Q .V 17.583 207.8497 222.84 Q .V I 17.667 209.3143 212.66 Q V 17.750 210.7272 205.15 Q V 17.833 212.1017 199.57 Q V 17.917 213.4477 195.44 . Q . V 18.000 214.7673 191.61 . • Q . V lil FLOW PROCESS FROM NODE 2901.00 TO NODE 2919.00 IS CODE = 1 . = = = = > SUBAREA RUNOFF =(UNIT- HYDROGRAPH ANALYSIS)< = = <______ _ (UNIT - HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 293.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.260 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE T00 LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.090 I LOW LOSS FRACTION = 0.120 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.46 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 0.95 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.25 i SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.25 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.25 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 6.50 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 i 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 I UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 32.051 RUNOFF HYDROGRAPH LISTING LIMITS: I MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS =18.00 = UNIT HYDROGRAPH DETERMINATION I INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 2.050 72.630 ' 2 12.541 371.753 3 32.902 721.493 4 59.287 934.944 5 79.698 723.256 90.409 379.536 7 95.683 186.871 I 8 97.996 81.959 9 98.702 25.029 10 99.294 20.998 11 99.718 15.000 I Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD li d: 6/18/2003 12:02 PM Page 54 of 91 12 99.929 7.500 13 100.000 2.500 i TOTAL SOIL -LOSS VOLUME ( ACRE - FEET ) = 17.7920 .. TOTAL STORM RUNOFF VOLUME ( ACRE - FEET ) = 133.8640 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 A 1 1 Y: \B99 \190 \Staff \BillF \s20 \OPTJ.FLD • I Page 55 of 91 It 6 /18/2003 12:02 PM ' 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H i = s = HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) i TIME(HRS) VOLUME(AF) Q(CFS) 0. 75.0 150.0 225.0 300.0 16.000 83.1295 114.22 . Q V . 16.083 84.1323 145.59 . . Q. V . I 16.167 85.5723 209.09 V Q 16.250 87.4267 269.26 V Q 16.333 89.4330 291.32 V Q • 16.417 91.1097 243.45 . . V . Q 16.500 92.3662 182.44 . Q V • • 16.583 93.4324 154.82 . Q V • • ' 16.667 94.4739 151.22 Q V 16.750 95.5432 155.26 Q 16.833 96.6563 161.63 .Q V V 16.917 97.7896 164.55 . 17.000 98.9282 165.33 . Q V. • II 17.083 100.0589 164.17 . .Q V. . 17.167 101.1508 158.54 .Q V 17.250 102.1651 147.28 Q. V 17.333 103.0731 131.84 Q V 17.417 103.8923 118.95 . Q .V 17.500 104.6567 111.00 . Q .V • 17.583 105.3867 105.98 Q .V I 17.667 106.0936 102.65 Q .V 17.750 106.7846 100.33 Q .V 17.833 107.4609 98.19 Q V 17.917 108.1239 96.27 • Q . V 18.000 108.7751 94.56 Q V ** FLOW PROCESS FROM NODE 2919.00 TO NODE 2406.00 IS CODE 2 » » =FLOWBY =STRUCTURE =ROUTING MODEL = APPLIED TO STREAM = #1cccc< = =c =__= i MODEL STREAM NUMBER 1 FLOWING PAST A FLOWBY STRUCTURE: FLOWRATES IN STREAM # 1 WHICH ARE GREATER THAN Qpass IN THE FOLLOWING RELATIONSHIPS ARE ASSUMED TO BE EXCESS FLOWS. DATA PAIR Qenter Qpass NUMBER (CFS) (CFS) 0.00 0.00 1 8500.00 8500.00 2 8597.00 8582.00 3 9499.00 9227.00 I 4 5 11998.00 10055.00 21601.00 11394.00 FLOW EXCESS IS ASSUMED TO BE ADDED TO STREAM NUMBER 3 INFLOW INFLOW I (STREAM 3) (STREAM 1) flow excess c + c =flowby structure (maximum flowby Q = 11394.0 cfs) V V STREAM 3 STREAM 1 I + FLOW EXCESS FLOWBY FLOWBY BASIN MODELING RESULTS: I MODEL TIME INFLOW INFLOW OUTFLOW FLOWBY (STREAM 3) (STREAM 1) (STREAM 3) (STREAM 1) (HRS) (CFS) (CFS) (CFS) (CFS) 0.083 1.06 20.68 1.06 20.68 0.167 5.28 110.71 5.28 110.71 I 0.250 14.80 307.27 14.80 307.27 0.333 27.46 610.77 27.46 610.77 0.417 42.32 992.93 42.32 992.93 0.500 54.08 1432.45 54.08 1432.45 0.583 61.31 1919.00 61.31 1919.00 0.667 65.42 2425.97 65.42 2425.97 I 0.750 67.88 2902.84 67.88 2902.84 0.833 69.22 3311.54 69.22 3311.54 0.917 69.78 3637.11 69.78 3637.11 1.000 70.29 3888.20 70.29 3888.20 ;1 1.083 70.80 4078.01 70.80 4078.01 1.167 71.31 4221.24 71.31 4221.24 1.250 71.51 4331.64 71.51 4331.64 1.333 71.70 4417.49 71.70 4417.49 1.417 71.89 4485.03 71.89 4485.03 1.500 72.08 4538.28 72.08 4538.28 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD red: 6/18/2003 12:02 PM Page 56 of 91 1.583 72.27 4579.98 72.27 4579.98 1.667 72.47 4613.91 72.47 4613.91 I 1.750 72.67 4643.18 72.67 4643.18 1.833 72.86 4669.55 72.86 4669.55 1.917 73.06 4694.20 73.06 4694.20 2.000 73.26 4717.97 73.26 4717.97 2.083 73.47 4741.31 73.47 4741.31 i 2.167 73.67 4763.32 73.67 4763.32 2.250 73.88 4783.96 73.88 4783.96 2.333 74.09 4803.78 74.09 4803.78 2.417 74.30 4823.17 74.30 4823.17 2.500 74.51 4842.50 74.51 4842.50 2.583 74.73 4861.92 74.73 4861.92 II 2.667 74.94 4881.44 74.94 4881.44 2.750 75.16 4901.02 75.16 4901.02 2.833 75.38 4920.60 75.38 4920.60 2.917 75.60 4940.11 75.60 4940.11 3.000 75.83 4959.75 75.83 4959.75 3.083 76.05 4979.89 76.05 4979.89 II 3.167 76.28 5000.83 76.28 5000.83 3.250 76.51 5022.49 76.51 5022.49 3.333 76.74 5044.65 76.74 5044.65 3.417 76.98 5067.08 76.98 5067.08 3.500 77.22 5089.76 77.22 5089.76 3.583 77.46 5112.72 77.46 5112.72 I 3.667 77.70 5135.97 77.70 5135.97 3.750 77.94 5159.47 77.94 5159.47 3.833 78.19 5183.14 78.19 5183.14 3.917 78.44 5206.91 78.44 5206.91 4.000 78.69 5230.75 78.69 5230.75 4.083 78.94 5254.64 78.94 5254.64 i 4.167 79.20 5278.59 79.20 5278.59 4.250 79.46 5302.60 79.46 5302.60 4.333 79.72 5326.66 79.72 5326.66 4.417 79.98 5350.78 79.98 5350.78 4.500 80.25 5374.96 80.25 5374.96 J 4.583 80.52 5399.20 80.52 5399.20 4.667 80.79 5423.51 80.79 5423.51 4.750 81.07 5447.88 81.07 5447.88 4.833 81.34 5472.32 81.34 5472.32 4.917 81.63 5496.84 81.63 5496.84 5.000 81.91 5521.44 81.91 5521.44 I 5.083 82.20 5546.11 82.49 5570.137 82.20 5546.11 5.167 82.49 5570.87 5.250 82.78 5595.71 82.78 5595.71 5.333 83.08 5620.64 83.08 5620.64 5.417 83.38 5645.65 83.38 5645.65 5.500 83.68 5670.77 83.68 5670.77 5.583 83.99 5696.06 83.99 5696.06 5.667 84.30 5721.73 84.30 5721.73 5.750 84.61 5748.06 84.61 5748.06 5.833 84.93 5775.23 84.93 5775.23 5.917 85.25 5803.12 85.25 5803.12 6.000 85.58 5831.48 85.58 5831.48 6.083 85.91 5860.09 85.91 5860.09 II 6.167 86.24 5888.86 86.24 5888.86 6.250 86.58 5917.72 86.58 5917.72 6.333 86.92 5946.69 86.92 5946.69 6.417 87.26 5975.75 87.26 5975.75 6.500 87.61 6004.93 87.61 6004.93 II 6.583 87.97 6034.21 87.97 6034.21 6.667 88.32 6063.60 88.32 6063.60 6.750 88.69 6093.11 88.69 6093.11 6.833 89.06 6122.75 89.06 6122.75 6.917 89.43 6152.50 89.43 6152.50 7.000 89.81 6182.40 89.81 6182.40 II 7.083 90.19 6212.43 90.19 6212.43 7.167 90.58 6242.61 90.58 6242.61 7.250 90.97 6272.93 90.97 6272.93 1 7.333 91.37 6303.41 91.37 6303.41 7.417 91.77 6334.04 91.77 6334.04 7.500 92.18 6364.85 92.18 6364.85 7.583 92.60 6395.82 92.60 6395.82 7.667 93.01 6426.98 93.01 6426.98 7.750 93.44 6458.32 93.44 6458.32 7.833 93.87 6489.85 93.87 6489.85 7.917 94.31 6521.58 94.31 6521.58 II 8.000 94.76 6553.52 94.76 6553.52 8.083 95.21 6585.65 95.21 6585.65 8.167 95.67 6617.90 95.67 6617.90 8.250 96.14 6650.05 96.14 6650.05 8.333 96.61 6681.92 96.61 6681.92 8.417 97.09 6713.43 97.09 6713.43 II 8.500 97.57 6744.74 97.57 6744.74 8.583 98.07 6776.06 98.07 6776.06 8.667 98.57 6807.56 98.57 6807.56 8.750 99.08 6839.31 99.08 6839.31 8.833 99.60 6871.38 99.60 6871.38 8.917 100.13 6903.75 100.13 6903.75 i 9.000 100.67 6936.45 100.67 6936.45 9.083 101.21 6969.48 101.21 6969.48 9.167 101.77 7002.87 101.77 7002.87 9.250 102.33 7036.60 102.33 7036.60 j 9.333 102.90 7070.71 102.90 7070.71 9.417 103.49 7105.19 103.49 7105.19 I 9.500 104.08 7140.07 104.08 7140.07 9.583 104.69 7175.33 104.69 7175.33 9.667 105.30 7211.03 105.30 7211.03 9.750 105.93 7247.14 105.93 7247.14 Y: \B99 \190 \Staff \Bi11F \s \OPTJ.FLD I ed: 6/28/2003 12:02 PM II Page 57 of 91 9.833 106.57 7283.70 106.57 7283.70 9.917 107.22 7320.71 107.22 7320.71 10.000 107.88 7358.19 107.88 7358.19 10.083 108.56 7396.15 108.56 7396.15 10.167 109.25 7434.61 109.25 7434.61 - I/ 10.250 109.96 7473.58 109.96 7473.58 10.333 110.67 7513.09 110.67 7513.09 I 10.417 111.41 7553.15 111.41 7553.15 10.500 112.15 7593.78 112.15 7593.78 10.583 112.92 7634.98 112.92 7634.98 10.667 113.70 7676.81 113.70 7676.81 10.750 114.50 7719.25 114.50 7719.25 10.833 115.31 7762.36 115.31 7762.36 II 10.917 116.14 7806.19 116.14 7806.19 11.000 116.99 7850.96 116.99 7850.96 11.083 117.87 7896.91 117.87 7896.91 11.167 118.75 7944.25 118.75 7944.25 11.250 119.67 7992.89 119.67 7992.89 11.333 120.60 8042.69 120.60 8042.69 I 11.417 121.56 8093.45 121.56 8093.45 11.500 122.54 8145.14 122.54 8145.14 11.583 123.55 8197.72 123.55 8197.72 11.667 124.58 8251.25 124.58 8251.25 11.750 125.64 8305.73 125.64 8305.73 11.833 126.73 8361.24 126.73 8361.24 II 11.917 127.85 8417.79 127.85 8417.79 12.000 128.99 8475.47 128.99 8475.47 12.083 130.80 8537.13 136.54 8531.39 12.167 134.49 8609.41 153.02 8590.88 12.250 141.32 8701.47 186.08 8656.70 12.333 149.99 8824.15 229.70 8744.43 II 12.417 159.94 8981.79 284.58 8857.16 12.500 168.04 9172.62 347.05 8993.61 12.583 173.48 9388.63 414.04 9148.08 12.667 177.09 9612.90 525.24 9264.74 IJ 12.750 179.75 9824.10 669.13 9334.72 11 12.833 181.77 10010.42 795.74 9396.45 12.917 183.39 10169.79 903.93 9449.26 13.000 185.00 10307.96 997.93 9495.04 13.083 186.68 10430.33 1081.43 9535.58 13.167 188.39 10541.66 1157.58 9572.47 13.250 189.98 10645.58 1228.66 9606.90 i 13.333 191.60 10743.77 1295.94 9639.43 13.417 193.30 10837.60 1360.38 9670.52 13.500 195.05 10928.06 1422.61 9700.50 13.583 196.88 11016.19 1483.38 9729.70 13.667 198.76 11103.87 1543.88 9758.75 13.750 200.75 11192.41 1605.08 9788.08 13.833 202.79 11282.63 1667.45 9817.98 13.917 204.95 11375.05 1731.40 9848.60 14.000 207.18 11470.19 1797.26 9880.12 14.083 211.23 11578.40 1873.66 9915.97 14.167 220.36 11723.75 1979.98 9964.13 14.250 237.90 11941.65 2143.22 10036.33 14.333 260.07 12273.54 2440.19 10093.42 14.417 285.20 12727.97 2856.39 10156.78 14.500 304.69 13280.06 3350.99 10233.76 14.583 316.32 13892.56 3889.71 10319.17 14.667 322.61 14517.23 4433.57 10406.27 14.750 326.01 15092.90 4932.37 10486.54 I 14.833 327.50 15577.88 5351.22 10554.16 14.917 327.64 15956.45 5677.14 10606.95 15.000 327.68 16239.18 5920.49 10646.37 15.083 327.67 16442.49 6095.44 10674.72 15.167 327.63 16584.35 6217.48 10694.50 15.250 327.03 16681.38 6300.39 10708.03 15.333 326.38 16743.88 6353.52 10716.75 15.417 323.10 16763.25 6366.90 10719.45 15.500 312.16 16708.05 6308.46 10711.75 15.583 288.91 16531.34 6133.14 10687.11 15.667 259.71 16178.04 5799.91 10637.85 15.750 228.07 15645.49 5309.97 10563.59 I 15.833 207.82 14983.52 4720.05 10471.29 15.917 204.18 14267.83 4100.52 10371.50 16.000 216.53 13615.54 3551.53 10280.54 16.083 258.51 13275.22 3300.64 10233.09 ' 16.167 337.75 13471.84 3549.09 10260.51 16.250 440.07 14323.95 4384.70 10379.32 I II 16.333 494.57 15808.84 5717.04 10586.37 16.417 510.39 17478.96 7170.11 10819.24 16.500 443.21 18900.25 8326.03 11017.42 16.583 366.92 19885.12 9097.29 11154.75 16.667 324.68 20300.08 9412.15 11212.60 II 16.750 16.833 316.68 20034.75 9175.82 11175.61 317.24 19356.47 8592.68 11081.03 16.917 318.10 18606.66 7948.28 10976.48 17.000 325.06 18075.52 7498.16 10902.42 17.083 328.28 17751.59 7222.61 10857.25 17.167 323.60 17567.46 7059.49 10831.58 i 17.250 304.25 17427.16 6919.39 10812.02 17.333 283.46 17205.85 6708.15 10781.16 17.417 258.55 16862.95 6388.15 10733.35 17.500 237.73 16397.35 5966.66 10668.43 17.583 222.84 15841.02 5473.00 10590.85 17.667 212.66 15258.58 4961.60 10509.64 I 17.750 205.15 14704.63 4477.38 10432.40 17.833 199.57 14206.81 4043.39 10362.99 17.917 195.44 13780.56 3672.45 10303.55 18.000 191.61 13421.89 3359.96 10253.54 Y: \999 \190 \Staff \Bi11F \s \OPTJ.FLD I III 6/18/2003 12:02 PM _ Page 58 of 91 18.083 187.36 13119.00 3095.05 10211.31 I 18.167 181.41 12847.45 2855.42 10173.44 18.250 173.00 12611.68 2644.11 10140.57 18.333 162.89 12409.11 2459.67 10112.32 18.417 151.61 12222.70 2287.97 10086.33 18.500 142.24 12034.49 2116.64 10060.09 18.583 135.66 11833.12 1968.41 10000.37 I 18.667 131.01 11622.49 1822.92 9930.58 18.750 127.46 11417.16 1682.07 9862.55 18.833 124.67 11227.33 1552.35 9799.65 18.917 122.44 11055.97 1435.54 9742.88 19.000 120.34 10900.06 1329.18 9691.22 19.083 118.33 10757.21 1231.65 9643.89 II 19.167 116.39 10625.90 1141.92 9600.38 19.250 114.73 10503.41 1058.34 9559.79 19.333 113.14 10387.69 979.37 9521.45 19.417 111.61 10276.88 903.75 9484.74 19.500 110.15 10169.96 830.80 9449.31 19.583 108.75 10066.48 760.20 9415.02 19.667 107.40 9965.56 691.37 9381.59 19.750 106.10 9866.65 623.93 9348.82 19.833 104.84 9769.67 557.83 9316.68 19.917 103.64 9674.52 493.00 9285.16 20.000 102.47 9581.14 429.40 9254.22 I 20.083 101.35 9489.54 370.65 9220.23 20.167 100.26 9400.11 344.08 9156.28 20.250 99.21 9312.77 318.15 9093.83 20.333 98.19 9227.24 292.76 9032.67 20.417 97.20 9143.69 267.97 8972.92 20.500 96.24 9063.20 244.07 8915.37 20.583 20.667 95.32 8988.24 221.79 8861.77 94.42 8921.48 201.87 8814.03 20.750 93.54 8863.63 184.51 8772.66 20.833 92.69 8813.02 169.24 8736.47 20.917 91.86 8767.02 155.31 8703.58 21.000 91.06 8723.64 142.14 8672.56 c1 21.083 90.27 8681.80 129.44 8642.64 21.167 89.51 8641.08 117.07 8613.52 21.250 88.77 8601.29 104.99 8585.07 21.333 88.04 8562.37 97.69 8552.72 21.417 87.34 8524.26 91.09 8520.50 21.500 86.65 8486.92 86.65 8486.92 I 21.583 85.97 8450.32 85.97 8450.32 21.667 85.32 8414.44 85.32 8414.44 21.750 84.68 8379.23 84.68 8379.23 21.833 84.05 8344.68 84.05 8344.68 21.917 83.44 8310.76 83.44 8310.76 22.000 82.84 8277.43 82.84 8277.43 I 22.083 82.25 8244.69 82.25 8244.69 22.167 81.68 8212.51 81.68 8212.51 22.250 81.12 8180.86 81.12 8180.86 22.333 80.57 8149.74 80.57 8149.74 22.417 80.03 8119.12 80.03 8119.12 22.500 79.50 8088.99 79.50 8088.99 I 22.583 78.99 8059.32 78.99 8059.32 22.667 78.48 8030.10 78.48 8030.10 22.750 77.99 8001.32 77.99 8001.32 22.833 77.50 7972.97 77.50 7972.97 22.917 77.02 7945.02 77.02 7945.02 23.000 76.55 7917.46 76.55 7917.46 I 23.083 76.09 7890.29 76.09 7890.29 23.167 75.64 7863.49 75.64 7863.49 23.250 75.20 7837.05 75.20 7837.05 •-j 23.333 74.76 7810.95 74.76 7810.95 23.417 74.34 . 7785.20 74.34 7785.20 23.500 73.92 7759.77 73.92 7759.77 I 23.583 73.50 7734.61 73.50 7734.61 23.667 73.10 7709.64 73.10 7709.64 23.750 72.70 7684.70 72.70 7684.70 23.833 72.31 7659.73 72.31 7659.73 23.917 71.92 7634.76 71.92 7634.76 I 24.000 71.54 7609.90 71.54 7609.90 24.083 70.12 7576.92 70.12 7576.92 24.167 65.54 7516.99 65.54 7516.99 24.250 55.71 7401.49 55.71 7401.49 24.333 42.82 7192.20 42.82 7192.20 24.417 27.83 6873.10 27.83 6873.10 24.500 16.05 6455.27 16.05 6455.27 24.583 8.89 5964.79 8.89 5964.79 24.667 4.88 5445.14 4.88 5445.14 24.750 2.57 4955.23 2.57 4955.23 24.833 1.40 4535.55 1.40 4535.55 24.917 1.01 4201.21 1.01 4201.21 I 25.000 0.67 3943.23 0.67 3943.23 25.083 0.34 3748.00 0.34 3748.00 25.167 0.01 3600.53 0.01 3600.53 25.250 0.00 3486.81 0.00 3486.81 25.333 0.00 3398.40 0.00 3398.40 25.417 0.00 3328.89 0.00 3328.89 I 25.500 0.00 3274.18 0.00 3274.18 25.583 0.00 3231.40 0.00 3231.40 25.667 0.00 3196.59 0.00 3196.59 25.750 0.00 3166.37 '0.00 3166.37 25.833 0.00 3138.81 0.00 3138.81 25.917 0.00 3112.61 0.00 3112.61 26.000 0.00 3086.98 0.00 3086.98 26.083 0.00 3061.49 0.00 3061.49 26.167 0.00 3037.14 0.00 3037.14 26.250 0.00 3014.09 0.00 3014.09 I Y: \999 \190 \Staff \Bi11F \s20 \OPTJ.FLD I ved: 6/18/2003 12:02 PM Page 59 of 91 26.333 0.00 2991.93 0.00 2991.93 II 26.417 0.00 2970.35 0.00 2970.35 26.500 0.00 2949.00 0.00 2949.00 26.583 0.00 2927.77 0.00 2927.77 26.667 0.00 2906.64 0.00 2906.64 26.750 0.00 2885.65 0.00 2885.65 26.833 0.00 2864.88 0.00 2864.88 II 26.917 0.00 2844.47 0.00 2844.47 27.000 0.00 2824.51 0.00 2824.51 27.083 0.00 2804.93 0.00 2804.93 27.167 0.00 2785.64 0.00 2785.64 27.250 0.00 2766.53 0.00 2766.53 27.333 0.00 2747.55 0.00 2747.55 II 27.417 0.00 2728.67 0.00 2728.67 • 27.500 0.00 2709.86 0.00 2709.86 27.583 0.00 2691.06 0.00 2691.06 27.667 o.od 2672.19 0.00 2672.19 27.750 0.00 2653.25 0.00 2653.25 27.833 0.00 2634.29 0.00 2634.29 II 27.917 0.00 2615.38 0.00 2615.38 28.000 0.00 2596.55 0.00 2596.55 28.083 0.00 2577.84 0.00 2577.84 28.167 0.00 2559.25 0.00 2559.25 28.250 0.00 2540.79 0.00 2540.79 II 28.333 0.00 2522.45 0.00 2522.45 28.417 0.00 2504.24 0.00 2504.24 28.500 0.00 2486.15 0.00 2486.15 28.583 0.00 2468.18 0.00 2468.18 28.667 0.00 2450.34 0.00 2450.34 28.750 0.00 2432.62 0.00 2432.62 II 28.833 0.00 2415.03 0.00 2415.03 28.917 0.00 2397.56 0.00 2397.56 29.000 0.00 2380.21 0.00 2380.21 29.083 0.00 2362.98 0.00 2362.98 -y 29.167 0.00 2345.80 0.00 2345.80 7 29.250 0.00 2328.39 0.00 2328.39 29.333 0.00 2310.24 0.00 2310.24 29.417 0.00 2291.02 0.00 2291.02 29.500 0.00 2270.85 0.00 2270.85 29.583 0.00 2250.14 0.00 2250.14 29.667 0.00 2229.29 0.00 2229.29 29.750 0.00 2208.53 0.00 2208.53 II 29.833 0.00 2187.93 0.00 2187.93 29.917 0.00 2167.51 0.00 2167.51 30.000 0.00 2147.28 0.00 2147.28 ********************************************* * * * * * * * * * * * * ** * * ** * * * * * * ** * * * ** FLOW PROCESS NODE 2406.00 2406.00 cc II 00 IS 3.3 = __ » >F LOW- THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #3ccc .==================.=.=.==========...==== INFLOW II (STREAM 3) effective depth I (and volume) II detention c - -> outflow basin d 1 \ dead basin outlet II F storage OUTFLOW (STREAM 3) II ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 3 THROUGH A FLOW - THROUGH DETENTION BASIN SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 217.000 SPECIFIED DEAD STORAGE(AF) FILLED = 217.000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.001 I DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE I NUMBER (FT) (CFS) (AF) 1 0.00 0.00 0.000 2 0.40 294.42 20.000 3 2.40 470.90 117.000 4 4.40 627.19 215.000 I 5 5.40 681.50 268.000 6 7.77 796.14 388.000 7 8.40 965.66 421.000 8 9.40 1098.04 473.000 9 11.40 1304.62 578.000 j 10 13.40 1487.72 685.000 11 15.40 1646.10 794.000 II 12 17.40 1770.43 904.000 13 19.40 1886.36 1017.000 14 21.40 2002.32 1131.000 15 23.40 2118.26 1247.000 ,Y: \899 \190 \Staff \BillF \820 \OPTJ.FLD 111 :ved: 6/18/2003 12 :02 PM Page 60 of 91 16 25.40 2222.89 1365.000 I ' 17 27.40 2316.16 . 1484.000 18 28.40 2360.00 1543.000 19 29.40 2895.00 1604.000 20 30.40 3785.73 1666.500 A a FINITE DIFFERENCE ROUTING MODEL RESULTS(1- MINUTE COMPUTATION INTERVALS) (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD-STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 0.017 217.000 1.06 0.00 0.00 0.0 0.002 0.033 217.000 1.06 0.00 0.00 0.0 0.004 II 0.050 217.000 1.06 0.00 0.00 0.1 0.005 0.067 217.000 1.06 0.00 0.00 0.1 0.006 0.008 0.083 217.000 1.06 0.00 0.00 0.1 0.100 217.000 5.28 0.00 0.00 0.2 0.015 0.117 217.000 5.28 0.00 0.00 0.3 0.022 0.133 217.000 5.28 0.00 0.00 0.4 0.029 I 0.150 217.000 5.28 0.00 0.00 0.5 0.035 0.167 217.000 5.28 0.00 0.00 0.6 0.042 0.061 0.183 217.000 14.80 0.00 0.00 0.8 0.200 217.000 14.80 0.00 0.00 1.0 0.080 0.217 217.000 14.80 0.00 0.00 1.3 0.098 0.233 217.000 14.80 0.00 0.00 1.6 0.117 II 0.250 217.000 14.80 0.00 0.00 1.8 0.135 0.267 217.000 27.46 0.00 0.00 2.2 0.169 0.283 217.000 27.46 0.00 0.00 2.7 0.203 0.300 217.000 27.46 0.00 0.00 3.2 0.237 i 0.317 217.000 27.46 0.00 0.01 3.7 0.269 il 0.333 217.000 27.46 0.00 0.01 4.2 0.301 1 0.350 217.000 42.32 0.00 0.01 4.8 0.353 0.404 0.367 217.000 42.32 0.00 0.01 5.6 0.383 217.000 42.32 0.00 0.01 6.3 0.453 0.400 217.000 42.32 0.00 0.01 7.0 0.502 0.417 217.000 42.32 0.00 0.01 7.7 0.550 0.433 217.000 54.08 0.00 0.01 8.6 0.612 II 0.450 217.000 54.08 0.00 0.01 9.5 0.674 0.734 0.467 217.000 54.08 0.00 0.01 10.4 0.483 217.000 54.08 0.00 0.02 11.2 0.793 0.500 217.000 54.08 0.00 0.02 12.1 0.851 0.517 217.000 61.31 0.00 0.02 13.0 0.917 0.533 217.000 61.31 0.00 0.02 14.0 0.982 II 0.550 217.000 61.31 0.00 0.02 14.9 1.046 0.567 217.000 61.31 0.00 0.02 15.9 1.109 0.583 217.000 61.31 0.00 0.02 16.8 1.170 0.600 217.000 65.42 0.00 0.02 17.7 1.236 0.617 217.000 65.42 0.00 0.03 18.7 1.300 II 0.633 217.000 65.42 0.00 0.03 19.6 1.364 0.650 217.000 65.42 0.00 0.03 20.5 1.425 0.667 217.000 65.42 0.00 0.03 21.4 1.486 0.683 217.000 67.88 0.00 0.03 22.3 1.549 0.700 217.000 67.88 0.00 0.03 23.3 1.610 ■ 0.717 217.000 67.88 0.00 0.03 24.1 1.670 II 0.733 217.000 67.88 0.00 0.03 25.0 1.729 0.750 217.000 67.88 0.00 0.04 25.9 1.787 0.767 217.000 69.22 0.00 0.04 26.7 1.846 0.783 217.000 69.22 0.00 0.04 27.6 1.903 0.800 217.000 69.22 0.00 0.04 28.4 1.959 0.817 217.000 69.22 0.00 • 0.04 29.2 2.014 II 0.833 217.000 69.22 0.00 0.04 30.1 2.068 0.850 217.000 69.78 0.00 0.04 30.8 2.122 2.174 0.867 217.000 69.78 0.00 0.04 31.6 0.883 217.000 69.78 0.00 0.04 32.4 2.226 0.900 217.000 69.78 0.00 0.05 33.1 2.276 0.917 217.000 69.78 0.00 0.05 33.9 2.326 II 0.933 217.000 70.29 0.00 0.05 34.6 2.375 0.950 217.000 70.29 0.00 0.05 35.3 2.423 0.967 217.000 70.29 0.00 0.05 36.0 2.470 0.983 217.000 70.29 0.00 0.05 36.7 2.517 1.000 217.000 70.29 0.00 0.05 37.4 2.562 1.017 217.000 70.80 0.00 0.05 38.0 2.607 II 1.033 217.000 70.80 0.00 0.05 38.7 2.651 2.695 1.050 217.000 70.80 0.00 0.05 39.3 1.067 217.000 70.80 0.00 0.05 40.0 2.737 1.083 217.000 70.80 0.00 0.06 40.6 2.779 1.100 217.000 71.31 0.00 0.06 41.2 2.820 1.117 217.000 71.31 0.00 0.06 41.8 2.861 1.133 217.000 71.31 0.00 0.06 42.4 2.901 1.150 217.000 71.31 0.00 0.06 43.0 2.940 1.167 217.000 71.31 0.00 0.06 43.6 2.978 1.183 217.000 71.51 0.00 0.06 44.1 3.016 1.200 217.000 71.51 0.00 0.06 44.7 3.053 1.217 217.000 71.51 0.00 0.06 45.2 3.089 II 1.233 217.000 71.51 0.00 0.06 45.7 3.124 1.250 217.000 71.51 0.00 0.06 46.2 3.159 1.267 217.000 71.70 0.00 0.06 46.8 3.193 1.283 217.000 71.70 0.00 0.06 47.3 3.227 1.300 217.000 71.70 0.00 0.07 47.7 3.260 II 1.317 217.000 71.70 0.00 0.07 48.2 3.292 1.333 217.000 71.70 0.00 0.07 48.7 3.324 3.355 1.350 217.000 71.89 0.00 0.07 49.2 1.367 217.000 71.89 0.00 0.07 49.6 3.386 1.383 217.000 71.89 0.00 0.07 50.1 3.416 It \899 \190 \Staff \Bi11F \520 \OPTJ.FLD I ed: 6/18/2003 12:02 PM Page 61 of 91 1.400 217.000 71.89 0.00 0.07 50.5 3.446 1.417 217.000 71.89 0.00 0.07 50.9 3.474 1.433 217.000 72.08 0.00 0.07 51.4 3.503 II 1.450 217.000 72.08 0.00 0.07 51.8 3.531 1.467 217.000 72.08 0.00 0.07 52.2 3.558 1.483 217.000 72.08 0.00 0.07 52.6 3.585 1.500 217.000 72.08 0.00 0.07 53.0 3.612 1.517 217.000 72.27 0.00 0.07 53.4 3.638 II 1.533 217.000 72.27 0.00 0.07 53.7 3.663 1.550 217.000 72.27 0.00 0.07 54.1 3.688 1.567 217.000 72.27 0.00 0.07 54.5 3.713 1.583 217.000 72.27 0.00 0.07 54.8 3.737 1 1.600 217.000 72.47 0.00 0.08 55.2 3.761 I 1.617 217.000 72.47 0.00 0.08 55.5 3.784 II 1.633 217.000 72.47 0.00 0.08 55.9 3.807 I 1.650 217.000 72.47 0.00 0.08 56.2 3.829 1.667 217.000 72.47 0.00 0.08 56.5 3.851 1.683 217.000 72.67 0.00 0.08 56.9 3.873 1.700 217.000 72.67 0.00 0.08 57.2 3.894 1.717 217.000 72.67 0.00 0.08 57.5 3.915 II 1.733 217.000 72.67 0.00 0.08 57.8 3.936 3.956 1.750 217.000 72.67 0.00 0.08 58.1 1.767 217.000 72.86 0.00 0.08 58.4 3.976 1.783 217.000 72.86 0.00 0.08 58.7 3.995 1.800 217.000 72.86 0.00 0.08 59.0 4.014 1.817 217.000 72.86 0.00 0.08 59.2 4.033 II 1.833 217.000 72.86 0.00 0.08 59.5 4.052 1.850 217.000 73.06 0.00 0.08 59.8 4.070 1.867 217.000 73.06 0.00 0.08 60.0 4.088 1.883 217.000 73.06 0.00 0.08 60.3 4.105 1.900 217.000 73.06 0.00 0.08 60.6 4.123 II 1.917 217.000 73.06 0.00 0.08 60.8 4.139 1.933 217.000 73.26 0.00 0.08 61.1 4.156 1.950 217.000 73.26 0.00 0.08 61.3 4.173 1.967 217.000 73.26 0.00 0.08 61.5 4.189 1.983 217.000 73.26 0.00 0.08 61.8 4.205 2.000 217.000 73.26 0.00 0.08 62.0 4.220 1 2.017 217.000 73.47 0.00 0.08 62.2 4.236 2.033 217.000 73.47 0.00 0.09 62.5 4.251 4.266 2.050 217.000 73.47 0.00 0.09 62.7 2.067 217.000 73.47 0.00 0.09 62.9 4.280 2.083 217.000 73.47 0.00 0.09 63.1 4.294 2.100 217.000 73.67 0.00 0.09 63.3 4.309 ' 2.117 217.000 73.67 0.00 0.09 63.5 4.323 II 2.133 217.000 73.67 0.00 0.09 63.7 4.336 4.350 2.150 217.000 73.67 0.00 0.09 63.9 2.167 217.000 73.67 0.00 0.09 64.1 4.363 2.183 217.000 73.88 0.00 0.09 64.3 4.376 , 2.200 217.000 73.88 0.00 0.09 64.5 4.389 II 2.217 217.000 73.88 0.00 0.09 64.7 4.402 2.233 217.000 73.88 0.00 0.09 64.9 4.414 4.426 2.250 217.000 73.88 0.00 0.09 65.1 2.267 217.000 74.09 0.00 0.09 65.2 4.438 2.283 217.000 74.09 0.00 0.09 65.4 4.450 2.300 217.000 74.09 0.00 0.09 65.6 4.462 2.317 217.000 74.09 0.00 0.09 65.8 4.473 2.333 217.000 74.09 0.00 0.09 65.9 4.485 2.350 217.000 74.30 0.00 0.09 66.1 4.496 2.367 217.000 74.30 0.00 0.09 66.3 4.507 2.383 217.000 74.30 0.00 0.09 66.4 4.518 2.400 217.000 74.30 0.00 0.09 66.6 4.528 2.417 217.000 74.30 0.00 0.09 66.7 4.539 2.433 217.000 74.51 0.00 0.09 66.9 4.549 2.450 217.000 74.51 0.00 0.09 67.0 4.560 2.467 217.000 74.51 0.00 0.09 67.2 4.570 2.483 217.000 74.51 0.00 0.09 67.3 4.580 2.500 217.000 74.51 0.00 0.09 67.5 4.589 II 2.517 217.000 74.73 0.00 0.09 67.6 4.599 2.533 217.000 74.73 0.00 0.09 67.8 4.609 2.550 217.000 74.73 0.00 0.09 67.9 4.618 ' 2.567 217.000 74.73 0.00 0.09 68.0 4.627 2.583 217.000 74.73 0.00 0.09 68.2 4.636 2.600 217.000 74.94 0.00 0.09 68.3 4.645 II 2.617 217.000 74.94 0.00 0.09 68.5 4.654 2.633 217.000 74.94 0.00 0.09 68.6 4,663 2.650 217.000 74.94 0.00 0.09 68.7 4.672 2.667 217.000 74.94 0.00 0.09 68.8 4.680 2.683 217.000 75.16 0.00 0.09 69.0 4.689 II 2.700 217.000 75.16 0.00 0.09 69.1 4.697 2.717 217.000 75.16 0.00 0.09 69.2 4.705 4.713 2.733 217.000 75.16 0.00 0.09 69.3 2.750 217.000 75.16 0.00 0.09 69.4 4.721 2.767 217.000 75.38 0.00 0.09 69.6 4.729 2.783 217.000 75.38 0.00 0.09 69.7 4.737 II 2.800 217.000 75.38 0.00 0.09 69.8 4.745 2.817 217.000 75.38 0.00 0.10 69.9 4.752 2.833 217.000 75.38 0.00 0.10 70.0 4.760 2.850 217.000 75.60 0.00 0.10 70.1 4.767 2.867 217.000 75.60 0.00 0.10 70.2 4.775 2.883 217.000 75.60 0.00 0.10 70.3 4.782 I/ 2.900 217.000 75.60 0.00 0.10 70.4 4.789 2.917 217.000 75.60 0.00 0.10 70.5 4.796 2.933 217.000 75.83 0.00 0.10 70.7 4.803 2.950 217.000 75.83 0.00 0.10 70.8 4.810 2.967 217.000 75.83 0.00 0.10 70.9 4.817 J 2.983 217.000 75.83 0.00 0.10 71.0 4.824 II 3.000 217.000 75.83 0.00 0.10 71.1 4.830 4.837 3.017 217.000 76.05 0.00 0.10 71.2 3.033 217.000 76.05 0.00 0.10 71.3 4.843 'Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 II . 6/18/2003 12:02 PM Page 62 of 91 3.050 217.000 7 6.05 0.00 0.10 71.3 4.850 3.067 217.000 76.05 0.00 0.10 71.4 4.856 3.083 217.000 76.05 0.00 0.10 71.5 4.863 II 3.100 217.000 76.28 0.00 0.10 71.6 4.869 4.875 3.117 217.000 76.28 0.00 0.10 71.7 3.133 217.000 76.28 0.00 0.10 71.8 4.881 i 3.150 217.000 76.28 0.00 0.10 71.9 4.887 ___I 3.167 217.000 76.28 0.00 0.10 72.0 4.893 3.183 217.000 76.51 0.00 0.10 72.1 4.899 II 3.200 217.000 76.51 0.00 0.10 72.2 4.905 3.217 217.000 76.51 0.00 0.10 72.3 4.911 3.233 217.000 76.51 0.00 0.10 72.3 4.917 3.250 217.000 76.51 0.00 0.10 72.4 4.923 3.267 217.000 76.74 0.00 0.10 72.5 4.928 II 3.283 217.000 76.74 0.00 0.10 72.6 4.934 3.300 217.000 76.74 0.00 0.10 72.7 4.940 4.945 3.317 217.000 76.74 0.00 0.10 72.8 3.333 217.000 76.74 0.00 0.10 72.8 4.951 3.350 217.000 76.98 0.00 0.10 72.9 4.956 3.367 217.000 76.98 0.00 0.10 73.0 4.962 II 3.383 217.000 76.98 0.00 0.10 73.1 4.967 4.972 3.400 217.000 76.98 0.00 0.10 73.2 3.417 217.000 76.98 0.00 0.10 73.2 4.978 3.433 217.000 77.22 0.00 0.10 73.3 4.983 3.450 217.000 77.22 0.00 0.10 73.4 4.988 3.467 217.000 77.22 0.00 0.10 73.5 4.993 3.483 217.000 77.22 0.00 0.10 73.5 4.998 3.500 217.000 77.22 0.00 0.10 73.6 5.003 3.517 217.000 77.46 0.00 0.10 73.7 5.009 3.533 217.000 77.46 0.00 0.10 73.8 5.014 3.550 217.000 77.46 0.00 0.10 73.8 5.019 3.567 217.000 77.46 0.00 0.10 73.9 5.023 I 3.583 217.000 77.46 0.00 0.10 74.0 5.028 5.033 3.600 217.000 77.70 0.00 0.10 74.1 3.617 217.000 77.70 0.00 0.10 74.1 5.038 3.633 217.000 77.70 0.00 0.10 74.2 5.043 Tj 3.650 217.000 77.70 0.00 0.10 74.3 5.048 3.667 217.000 77.70 0.00 0.10 74.3 5.052 3.683 217.000 77.94 0.00 0.10 74.4 5.057 3.700 217.000 77.94 0.00 0.10 74.5 5.062 3.717 217.000 77.94 0.00 0.10 74.6 5.067 3.733 217.000 77.94 0.00 0.10 74.6 5.071 3.750 217.000 77.94 0.00 0.10 74.7 5.076 3.767 217.000 78.19 0.00 0.10 74.8 5.080 I 3.783 217.000 78.19 0.00 0.10 74.8 5.085 3.800 217.000 78.19 0.00 0.10 74.9 5.090 3.817 217.000 78.19 0.00 0.10 75.0 5.094 3.833 217.000 78.19 0.00 0.10 75.0 5.098 3.850 217.000 78.44 0.00 0.10 75.1 5.103 II 3.867 217.000 78.44 0.00 0.10 75.2 5.107 3.883 217.000 78.44 0.00 0.10 75.2 5.112 3.900 217.000 78.44 0.00 0.10 75.3 5.116 3.917 217.000 78.44 0.00 0.10 75.3 5.121 3.933 217.000 78.69 0.00 0.10 75.4 5.125 3.950 217.000 78.69 0.00 0.10 75.5 5.129 II 3.967 217.000 78.69 0.00 0.10 75.5 5.134 3.983 217.000 78.69 0.00 0.10 75.6 5.138 4.000 217.000 78.69 0.00 0.10 75.7 5.142 4.017 217.000 78.94 0.00 0.10 75.7 5.147 4.033 217.000 78.94 0.00 0.10 75.8 5.151 4.050 217.000 78.94 0.00 0.10 75.9 5.155 II 4.067 217.000 78.94 0.00 0.10 75.9 5.159 5.163 4.083 217.000 78.94 0.00 0.10 76.0 4.100 217.000 79.20 0.00 0.10 76.0 5.168 4.117 217.000 79.20 0.00 0.10 76.1 5.172 4.133 217.000 79.20 0.00 0.10 76.2 5.176 4.150 217.000 79.20 0.00 0.10 76.2 5.180 II 4.167 217.000 79.20 0.00 0.10 76.3 5.184 5.189 4.183 217.000 79.46 0.00 0.10 76.3 4.200 217.000 79.46 0.00 0.10 76.4 5.193 4.217 217.000 79.46 0.00 0.10 76.5 5.197 4.233 217.000 79.46 0.00 0.10 76.5 5.201 4.250 217.000 79.46 0.00 0.10 76.6 5.205 II 4.267 217.000 79.72 0.00 0.10 76.7 5.209 4.283 217.000 79.72 0.00 0.10 76.7 5.213 4.300 217.000 79.72 0.00 0.10 76.8 5.217 4.317 217.000 79.72 0.00 0.10 76.8 5.221 4.333 217.000 79.72 0.00 0.10 76.9 5.225 4.350 217.000 79.98 0.00 0.10 76.9 5.229 4.367 217.000 79.98 0.00 0.10 77.0 5.233 4.383 217.000 79.98 0.00 0.10 77.1 5.237 4.400 217.000 79.98 0.00 0.10 77.1 5.241 4.417 217.000 79.98 0.00 0.10 77.2 5.245 4.433 217.000 80.25 0.00 0.10 77.2 5.249 II 4.450 217.000 80.25 0.00 0.11 77.3 5.253 4.467 217.000 80.25 0.00 0.11 77.4 5.257 4.483 217.000 80.25 0.00 0.11 77.4 5.261 4.500 217.000 80.25 0.00 0.11 77.5 5.265 4.517 217.000 80.52 0.00 0.11 77.5 5.269 4.533 217.000 80.52 0.00 0.11 77.6 5.273 II 4.550 217.000 80.52 0.00 0.11 77.7 5.277 5.281 4.567 217.000 80.52 0.00 0.11 77.7 4.583 217.000 80.52 0.00 0.11 77.8 5.285 4.600 217.000 80.79 0.00 0.11 77.8 5.289 1 4.617 217.000 80.79 0.00 0.11 77.9 5.293 4.633 217.000 80.79 0.00 0.11 77.9 5.297 I 4.650 217.000 80.79 0.00 0.11 78.0 5.301 5.304 4.667 217.000 80.79 0.00 0.11 78.1 4.683 217.000 81.07 0.00 0.11 78.1 5.308 Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD �ved: 6/18/2003 12:02 PM Page 63 of 91 4.700 217.000 81.07 0.00 0.11 78. 5.312 4.717 217.000 81.07 0.00 0.11 78.2 5.316 4.733 217.000 81.07 0.00 0.11 78.3 5.320 4.750 217.000 81.07 0.00 0.11 78.3 5.324 4.767 217.000 81.34 0.00 0.11 78.4 5.328 4.783 217.000 81.34 0.00 0.11 78.5 5.332 a 4.800 217.000 81.34 0.00 0.11 78.5 5.336 4.817 217.000 81.34 0.00 0.11 78.6 5.340 4.833 217.000 81.34 0.00 0.11 78.6 5.343 4.850 217.000 81.63 0.00 0.11 78.7 5.347 4.867 217.000 81.63 0.00 0.11 78.7 5.351 4.883 217.000 81.63 0.00 0.11 78.8 5.355 4.900 217.000 81.63 0.00 0.11 78.9 5.359 4.917 217.000 81.63 0.00 0.11 78.9 5.363 ' 4.933 217.000 81.91 0.00 0.11 79.0 5.367 4.950 217.000 81.91 0.00 0.11 79.0 5.371 5.375 4.967 217.000 81.91 0.00 0.11 79.1 4.983 217.000 81.91 0.00 0.11 79.1 5.378 5.000 217.000 81.91 0.00 0.11 79.2 5.382 5.017 217.000 82.20 0.00 0.11 79.3 5.386 II 5.033 217.000 82.20 0.00 0.11 79.3 5.390 5.050 217.000 82.20 0.00 0.11 79.4 5.394 5.067 217.000 82.20 0.00 0.11 79.4 5.398 5.083 217.000 82.20 0.00 0.11 79.5 5.402 5.100 217.000 82.49 0.00 0.11 79.5 5.406 5.117 217.000 82.49 0.00 0.11 79.6 5.410 5.133 217.000 82.49 0.00 0.11 79.7 5.413 5.150 217.000 82.49 0.00 0.11 79.7 5.417 5.167 217.000 82.49 0.00 0.11 79.8 5.421 5.183 217.000 82.78 0.00 0.11 79.8 5.425 5.200 217.000 82.78 0.00 0.11 79.9 5.429 5.217 217.000 82.78 0.00 0.11 80.0 5.433 I 5.233 217.000 82.78 0.00 0.11 80.0 5.437 5.250 217.000 82.78 0.00 0.11 80.1 5.441 5.267 217.000 83.08 0.00 0.11 80.1 5.445 5.283 217.000 83.08 0.00 0.11 80.2 5.449 5.300 217.000 83.08 0.00 0.11 80.2 5.453 5.317 217.000 83.08 0.00 0.11 80.3 5.456 5.333 217.000 83.08 0.00 0.11 80.4 5.460 5.464 5.350 217.000 83.38 0.00 0.11 80.4 5.367 217.000 83.38 0.00 0.11 80.5 5.468 5.383 217.000 83.38 0.00 0.11 80.5 5.472 5.400 217.000 83.38 0.00 0.11 80.6 5.476 I 5.417 217.000 83.38 0.00 0.11 80.6 5.480 5.433 217.000 83.68 0.00 0.11 80.7 5.484 5.488 5.450 217.000 83.68 0.00 0.11 80.8 5.467 217.000 83.68 0.00 0.11 80.8 5.492 5.483 217.000 83.68 0.00 0.11 80.9 5.496 5.500 217.000 83.68 0.00 0.11 80.9 5.499 II 5.517 217.000 83.99 0.00 0.11 81.0 5.504 5.533 217.000 83.99 0.00 0.11 81.0 5.508 5.512 5.550 217.000 83.99 0.00 0.11 81.1 5.567 217.000 83.99 0.00 0.11 81.2 5.516 5.583 217.000 83.99 0.00 0.11 81.2 5.519 5.600 217.000 84.30 0.00 0.11 81.3 5.524 5.617 217.000 84.30 0.00 0.11 81.3 5.528 5.633 217.000 84.30 0.00 0.11 81.4 5.532 5.535 5.650 217.000 84.30 0.00 0.11 81.5 5.667 217.000 84.30 0.00 0.11 81.5 5.539 5.683 217.000 84.61 0.00 0.11 81.6 5.543 5.700 217.000 84.61 0.00 0.11 81.6 5.548 II 5.717 217.000 84.61 0.00 0.11 81.7 5.552 5.733 217.000 84.61 0.00 0.11 81.8 5.556 5.750 217.000 84.61 0.00 0.11 81.8 5.559 5.767 217.000 84.93 0.00 0.11 81.9 5.564 5.783 217.000 84.93 0.00 0.11 81.9 5.568 5.800 217.000 84.93 0.00 0.11 82.0 5.572 I 5.817 217.000 84.93 0.00 0.11 82.1 5.576 5.833 217.000 84.93 0.00 0.11 82.1 5.580 5.850 217.000 85.25 0.00 0.11 82.2 5.584 5.867 217.000 85.25 0.00 0.11 82.2 5.588 5.883 217.000 85.25 0.00 0.11 82.3 5.592 5.900 217.000 85.25 0.00 0.11 82.4 5.596 II 5.917 217.000 85.25 0.00 0.11 82.4 5.600 5.933 217.000 85.58 0.00 0.11 82.5 5.604 5.950 217.000 85.58 0.00 0.11 82.5 5.609 5.967 217.000 85.58 0.00 0.11 82.6 5.613 5.983 217.000 85.58 0.00 0.11 82.7 5.617 i 6.000 217.000 85.58 0.00 0.11 82.7 5.621 6.017 217.000 85.91 0.00 0.11 82.8 5.625 6.033 217.000 85.91 0.00 0.11 82.8 5.629 6.050 217.000 85.91 0.00 0.11 82.9 5.633 6.067 217.000 85.91 0.00 0.11 83.0 5.637 6.083 217.000 85.91 0.00 0.11 83.0 5.641 II 6.100 217.000 86.24 0.00 0.11 83.1 5.646 6.117 217.000 86.24 0.00 0.11 83.1 5.650 5.654 6.133 217.000 86.24 0.00 0.11 83.2 6.150 217.000 86.24 0.00 0.11 83.3 5.658 6.167 217.000 86.24 0.00 0.11 83.3 5.662 6.183 217.000 86.58 0.00 0.11 83.4 5.667 II 6.200 217.000 86.58 0.00 0.11 83.5 5.671 6.217 217.000 86.58 0.00 0.11 83.5 5.675 6.233 217.000 86.58 0.00 0.11 83.6 5.679 6.250 217.000 86.58 0.00 0.11 83.6 5.683 6.267 217.000 86.92 0.00 0.11 83.7 5.688 6.283 217.000 86.92 0.00 0.11 83.8 5.692 6.300 217.000 86.92 0.00 0.11 83.8 5.696 6.317 217.000 86.92 0.00 0.11 83.9 5.701 6.333 217.000 86.92 0.00 0.11 83.9 5.705 -.. Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD II I ved: 6/18/2003 12:02 PM Page 64 of 91 6.350 2 17.000 87.26 0.00 0.11 84.0 5.709 6.367 217.000 87.26 0.00 0.11 84.1 5.714 6.383 217.000 87.26 0.00 0.11 84.1 5.718 II 6.400 217.000 87.26 0.00 0.11 84.2 5.722 6.417 217.000 87.26 0.00 0.11 84.3 5.726 6.433 217.000 87.61 0.00 0.11 84.3 5.731 6.450 217.000 87.61 0.00 0.11 84.4 5.735 6.467 217.000 87.61 0.00 0.11 84.5 5.739 6.483 217.000 87.61 0.00 0.11 84.5 5.744 U 6.500 217.000 87.61 0.00 0.11 84.6 5.748 6.517 217.000 87.97 0.00 0.12 84.6 5.752 6.533 217.000 87.97 0.00 0.12 84.7 5.757 6.550 217.000 87.97 0.00 0.12 84.8 5.761 6.567 217.000 87.97 0.00 0.12 84.8 5.766 II 6.583 217.000 87.97 0.00 0.12 84.9 5.770 6.600 217.000 88.32 0.00 0.12 85.0 5.775 5.779 6.617 217.000 88.32 0.00 0.12 85.0 6.633 217.000 88.32 0.00 0.12 85.1 5.783 6.650 217.000 88.32 0.00 0.12 85.2 5.788 6.667 217.000 88.32 0.00 0.12 85.2 5.792 II 6.683 217.000 88.69 0.00 0.12 85.3 5.797 6.700 217.000 88.69 0.00 0.12 85.4 5.801 6.717 217.000 88.69 0.00 0.12 85.4 5.806 6.733 217.000 88.69 0.00 0.12 85.5 5.810 6.750 217.000 88.69 0.00 0.12 85.6 5.814 6.767 217.000 89.06 0.00 0.12 85.6 5.819 II 6.783 217.000 89.06 0.00 0.12 85.7 5.824 6.800 217.000 89.06 0.00 0.12 85.8 5.828 6.817 217.000 89.06 0.00 0.12 85.8 5.833 6.833 217.000 89.06 0.00 0.12 85.9 5.837 6.850 217.000 89.43 0.00 0.12 86.0 5.842 6.867 217.000 89.43 0.00 0.12 86.0 5.847 II 6.883 217.000 89.43 0.00 0.12 86.1 5.851 6.900 217.000 89.43 0.00 0.12 86.2 5.856 6.917 217.000 89.43 0.00 0.12 86.2 5.860 - 6.933 217.000 89.81 0.00 0.12 86.3 5.865 aJ 6.950 217.000 89.81 0.00 0.12 86.4 5.870 6.967 217.000 89.81 0.00 0.12 86.4 5.874 6.983 217.000 89.81 0.00 0.12 86.5 5.879 7.000 217.000 89.81 0.00 0.12 86.6 5.883 7.017 217.000 90.19 0.00 0.12 86.6 5.888 7.033 217.000 90.19 0.00 0.12 86.7 5.893 7.050 217.000 90.19 0.00 0.12 86.8 5.898 I 7.067 217.000 90.19 0.00 0.12 86.9 5.902 7.083 217.000 90.19 0.00 0.12 86.9 5.907 5.912 7.100 217.000 90.58 0.00 0.12 87.0 7.117 217.000 90.58 0.00 0.12 87.1 5.917 7.133 217.000 90.58 0.00 0.12 87.1 5.921 7.150 217.000 90.58 0.00 0.12 87.2 5.926 I 7.167 217.000 90.58 0.00 0.12 87.3 5.930 7.183 217.000 90.97 0.00 0.12 87.3 5.935 5.940 7.200 217.000 90.97 0.00 0.12 87.4 7.217 217.000 90.97 0.00 0.12 87.5 5.945 7.233 217.000 90.97 0.00 0.12 87.6 5.950 7.250 217.000 90.97 0.00 0.12 87.6 5.954 I 7.267 217.000 91.37 0.00 0.12 87.7 5.960 7.283 217.000 91.37 0.00 0.12 87.8 5.965 5.969 7.300 217.000 91.37 0.00 0.12 87.8 7.317 217.000 91.37 0.00 0.12 87.9 5.974 7.333 217.000 91:37 0.00 0.12 88.0 5.979 7.350 217.000 91.77 0.00 0.12 88.1 5.984 ' 7.367 217.000 91.77 0.00 0.12 88.1 5.989 7.383 217.000 91.77 0.00 0.12 88.2 5.994 7.400 217.000 91.77 0.00 0.12 88.3 5.999 7.417 217.000 91.77 0.00 0.12 88.3 6.003 7.433 217.000 92.18 0.00 0.12 88.4 6.009 7.450 217.000 92.18 0.00 0.12 88.5 6.014 ' 7.467 217.000 92.18 0.00 0.12 88.6 6.019 7.483 217.000 92.18 0.00 0.12 88.6 6.024 7.500 217.000 92.18 0.00 0.12 88.7 6.028 7.517 217.000 92.60 0.00 0.12 88.8 6.034 7.533 217.000 92.60 0.00 0.12 88.9 6.039 7.550 217.000 92.60 0.00 0.12 88.9 6.044 II 7.567 217.000 92.60 0.00 0.12 89.0 6.049 7.583 217.000 92.60 0.00 0.12 89.1 6.054 7.600 217.000 93.01 0.00 0.12 89.2 6.059 7.617 217.000 93.01 0.00 0.12 89.2 6.064 7.633 217.000 93.01 0.00 0.12 89.3 6.069 I 7.650 217.000 93.01 0.00 0.12 89.4 6.074 7.667 217.000 93.01 0.00 0.12 89.5 6.079 6.084 7.683 217.000 93.44 0.00 0.12 89.5 7.700 217.000 93.44 0.00 0.12 89.6 6.090 7.717 217.000 93.44 0.00 0.12 89.7 6.095 7.733 217.000 93.44 0.00 0.12 89.8 6.100 I 7.750 217.000 93.44 0.00 0.12 89.8 6.105 7.767 217.000 93.87 0.00 0.12 89.9 6.110 6.116 7.783 217.000 93.87 0.00 0.12 90.0 7.800 217.000 93.87 0.00 0.12 90.1 6.121 7.817 217.000 93.87 0.00 0.12 90.1 6.126 7.833 217.000 93.87 0.00 0.12 90.2 6.131 I 7.850 217.000 94.31 0.00 0.12 90.3 6.137 7.867 217.000 94.31 0.00 0.12 90.4 6.142 7.883 217.000 94.31 0.00 0.12 90.5 6.147 7.900 217.000 94.31 0.00 0.12 90.5 6.153 7.917 217.000 94.31 0.00 0.12 90.6 6.158 7.933 217.000 94.76 0.00 0.12 90.7 6.163 I 7.950 217.000 94.76 0.00 0.12 90.8 6.169 7.967 217.000 94.76 0.00 0.12 90.9 6.174 7.983 217.000 94.76 0.00 0.12 90.9 6.180 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD I ed: 6/18/ 003 12:02 PM Page 65 of 91 .0 217.000 94.76 0.00 0.12 91.0 6.185 .017 217.000 95.21 0.00 0.12 91.1 6.190 .033 217.000 95.21 0.00 0.12 91.2 6.196 _ ' .050 217.000 95.21 0.00 0.12 91.3 6.201 .067 217.000 95.21 0.00 0.12 91.3 6.207 .083 217.000 95.21 0.00 0.12 91.4 6.212 ■ .100 217.000 95.67 0.00 0.12 91.5 6.218 i .117 217.000 95.67 0.00 0.12 91.6 6.223 .133 217.000 95.67 0.00 0.12 91.7 6.229 I .150 217.000 95.67 0.00 0.12 91.7 6.234 6.240 .167 217.000 95.67 0.00 0.12 91.8 .183 217.000 96.14 0.00 0.12 91.9 6.245 .200 217.000 96.14 0.00 0.13 92.0 6.251 .217 217.000 96.14 0.00 0.13 92.1 6.257 I .233 217.000 96.14 0.00 0.13 92.1 6.262 .250 217.000 96.14 0.00 0.13 92.2 6.268 6.274 .267 217.000 96.61 0.00 0.13 92.3 .283 217.000 96.61 0.00 0.13 92.4 6.279 .300 217.000 96.61 0.00 0.13 92.5 6.285 .317 217.000 96.61 0.00 0.13 92.6 6.291 I .333 217.000 96.61 0.00 0.13 92.6 6.296 .350 217.000 97.09 0.00 0.13 92.7 6.302 .367 217.000 97.09 0.00 0.13 92.8 6.308 .383 217.000 97.09 0.00 0.13 92.9 6.314 .400 217.000 97.09 0.00 0.13 93.0 6.319 .417 217.000 97.09 0.00 0.13 93.1 6.325 I .433 217.000 97.57 0.00 0.13 93.2 6.331 6.337 .450 217.000 97.57 0.00 0.13 93.2 .467 217.000 97.57 0.00 0.13 93.3 6.343 .483 217.000 97.57 0.00 0.13 93.4 6.349 .500 217.000 97.57 0.00 0.13 93.5 6.354 .517 217.000 98.07 0.00 0.13 93.6 6.360 .533 217.000 98.07 0.00 0.13 93.7 6.366 I .550 217.000 98.07 0.00 0.13 93.8 6.372 .567 217.000 98.07 0.00 0.13 93.8 6.378 .583 217.000 98.07 0.00 0.13 93.9 6.384 .600 217.000 98.57 0.00 0.13 94.0 6.390 .617 217.000 98.57 0.00 0.13 94.1 6.396 .633 217.000 98.57 0.00 0.13 94.2 6.402 .650 217.000 98.57 0.00 0.13 94.3 6.408 .667 217.000 98.57 0.00 0.13 94.4 6.414 .683 217.000 99.08 0.00 0.13 94.5 6.420 .700 217.000 99.08 0.00 0.13 94.6 6.427 .717 217.000 99.08 0.00 0.13 94.6 6.433 I .733 217.000 99.08 0.00 0.13 94.7 6.439 6.444 .750 217.000 99.08 0.00 0.13 94.8 .767 217.000 99.60 0.00 0.13 94.9 6.451 .783 217.000 99.60 0.00 0.13 95.0 6.457 .800 217.000 99.60 0.00 0.13 95.1 6.463 817 217.000 99.60 0.00 0.13 95.2 6.470 I .833 217.000 99.60 0.00 0.13 95.3 6.475 .850 217.000 100.13 0.00 0.13 95.4 6.482 .867 217.000 100.13 0.00 0.13 95.5 6.488 .883 217.000 100.13 0.00 0.13 95.6 6.495 .900 217.000 100.13 0.00 0.13 95.7 6.501 I .917 217.000' 100.13 0.00 0.13 95.7 6.507 933 217.000 100.67 0.00 0.13 95.8 6.514 950 217.000 100.67 0.00 0.13 95.9 6.520 .967 217.000 100.67 0.00 0.13 96.0 6.527 .983 217.000 100.67 0.00 0.13 96.1 6.533 .000 217.000 100.67 0.00 0.13 96.2 6.539 .017 217.000 101.21 0.00 0.13 96.3 6.546 .033 217.000 101.21 0.00 0.13 96.4 6.552 6.559 .050 217.000 101.21 0.00 0.13 96.5 .067 217.000 101.21 0.00 0.13 96.6 6.565 .083 217.000 101.21 0.00 0.13 96.7 6.571 .100 217.000 101.77 0.00 0.13 96.8 6.578 I .117 217.000 101.77 0.00 0.13 96.9 6.585 .133 217.000 101.77 0.00 0.13 97.0 6.592 .150 217.000 101.77 0.00 0.13 97.1 6.598 .167 217.000 101.77 0.00 0.13 97.2 6.604 .183 217.000 102.33 0.00 0.13 97.3 6.611 .200 217.000 102.33 0.00 0.13 97.4 6.618 .217 217.000 102.33 0.00 0.13 97.5 6.625 .233 217.000 102.33 0.00 0.13 97.6 6.631 .250 217.000 102.33 0.00 0.13 97.7 6.638 .267 217.000 102.90 0.00 0.13 97.8 6.645 .283 217.000 102.90 0.00 0.13 97.9 6.652 .300 217.000 102.90 0.00 0.13 98.0 6.659 I .317 217.000 102.90 0.00 0.13 98.1 6.665 .333 217.000 102.90 0.00 0.13 98.2 6.672 .350 217.000 103.49 0.00 0.13 98.3 6.679 .367 217.000 103.49 0.00 0.13 98.4 6.686 .383 217.000 103.49 0.00 0.13 98.5 6.693 .400 217.000 103.49 0.00 0.13 98.6 6.700 I 417 217.000 103.49 0.00 0.13 98.7 6.706 .433 217.000 104.08 0.00 0.13 98.8 6.714 .450 217.000 104.08 0.00 0.13 98.9 6.721 .467 217.000 104.08 0.00 0.13 99.0 6.728 .483 217.000 104.08 0.00 0.13 99.1 6.735 I .500 217.000 104.08 0.00 0.13 99.2 6.741 .517 217.000 104.69 0.00 0.13 99.3 6.749 .533 217.000 104.69 0.00 0.14 99.4 6.756 .550 217.000 104.69 0.00 0.14 99.5 6.763 J .567 217.000 104.69 0.00 0.14 99.6 6.770 .583 217.000 104.69 0.00 0.14 99.7 6.777 I .600 217.000 105.30 0.00 0.14 99.8 6.785 .617 217.000 105.30 0.00 0.14 99.9 6.792 .633 217.000 105.30 0.00 0.14 100.0 6.799 • Y: \B99 \190 \Staff \Bi11F \s2 \OPTJ.FLD 1 I ed: 6/18/2003 12:02 PM Page 66 of 91 9.650 217.000 105.30 0.00 0.14 100.1 6.806 9.667 217.000 105.30 0.00 0.14 100.2 6.813 9.683 217.000 105.93 0.00 0.14 100.4 6.821 9.700 217.000 105.93 0.00 0.14 100.5 6.829 9.717 217.000 105.93 0.00 0.14 100.6 6.836 9.733 217.000 105.93 0.00 0.14 100.7 6.843 9.750 217.000 105.93 0.00 0.14 100.8 6.850 9.767 217.000 106.57 0.00 0.14 100.9 6.858 9.783 217.000 106.57 0.00 0.14 101.0 6.866 I 9.800 217.000 106.57 0.00 0.14 101.1 6.873 9.817 217.000 106.57 0.00 0.14 101.2 6.881 9.833 217.000 106.57 0.00 0.14 101.3 6.888 9.850 217.000 107.22 ' 0.00 0.14 101.5 6.896 9.867 217.000 107.22 0.00 0.14 101.6 6.903 II 9.883 217.000 107.22 0.00 0.14 101.7 6.911 9.900 217.000 107.22 0.00 0.14 101.8 6.919 6.926 9.917 217.000 107.22 0.00 0.14 101.9 9.933 217.000 107.88 0.00 0.14 102.0 6.934 9.950 217.000 107.88 0.00 0.14 102.1 6.942 9.967 217.000 107.88 0.00 0.14 102.2 6.950 I 9.983 217.000 107.88 0.00 0.14 102.4 6.957 10.000 217.000 107.88 0.00 0.14 102.5 6.965 10.017 217.000 108.56 0.00 0.14 102.6 6.973 10.033 217.000 108.56 0.00 0.14 102.7 6.981 10.050 217.000 108.56 0.00 0.14 102.8 6.989 10.067 217.000 108.56 0.00 0.14 102.9 6.997 ' 10.083 217.000 108.56 0.00 0.14 103.1 7.004 10.100 217.000 109.25 0.00 0.14 103.2 7.013 10.117 217.000 109.25 0.00 0.14 103.3 7.021 10.133 217.000 109.25 0.00 0.14 103.4 7.029 10.150 217.000 109.25 0.00 0.14 103.5 7.037 10.167 217.000 109.25 0.00 0.14 103.6 7.044 i 10.183 217.000 109.96 0.00 0.14 103.8 7.053 10.200 217.000 109.96 0.00 0.14 103.9 7.061 10.217 217.000 109.96 0.00 0.14 104.0 7.070 10.233 217.000 109.96 0.00 0.14 104.1 7.078 10.250 217.000 109.96 0.00 0.14 104.2 7.085 111 10.267 217.000 110.67 0.00 0.14 104.4 7.094 10.283 217.000 110.67 0.00 0.14 104.5 7.103 7.111 10.300 217.000 110.67 0.00 0.14 104.6 10.317 217.000 110.67 0.00 0.14 104.7 7.119 10.333 217.000 110.67 0.00 0.14 104.9 7.127 10.350 217.000 111.41 0.00 0.14 105.0 7.136 10.367 217.000 111.41 0.00 0.14 105.1 7.145 10.383 217.000 111.41 0.00 0.14 105.2 7.153 7.162 10.400 217.000 111.41 0.00 0.14 105.4 10.417 217.000 111.41 0.00 0.14 105.5 7.170 10.433 217.000 112.15 0.00 0.14 105.6 7.179 10.450 217.000 112.15 0.00 0.14 105.7 7.188 10.467 217.000 112.15 0.00 0.14 105.9 7.196 10.483 217.000 112.15 0.00 0.14 106.0 7.205 7.213 10.500 217.000 112.15 0.00 0.14 106.1 10.517 217.000 112.92 0.00 0.14 106.2 7.222 10.533 217.000 112.92 0.00 0.14 106.4 7.231 10.550 217.000 112.92 0.00 0.14 106.5 7.240 II 10.567 217.000 112.92 0.00 0.14 106.6 7.249 10.583 217.000 112.92 0.00 0.15 106.8 7.257 10.600 217.000 113.70 0.00 0.15 106.9 7.266 10.617 217.000 113.70 0.00 0.15 107.0 7.276 10.633 217.000 113.70 0.00 0.15 107.2 7.285 10.650 217.000 113.70 0.00 0.15 107.3 7.293 U 10.667 217.000 113.70 0.00 0.15 107.4 7.302 10.683 217.000 114.50 0.00 0.15 107.6 7.312 10.700 217.000 114.50 0.00 0.15 107.7 7.321 10.717 217.000 114.50 0.00 0.15 107.8 7.330 10.733 217.000 114.50 0.00 0.15 108.0 7.339 "" 10.750 217.000 114.50 0.00 0.15 108.1 7.348 I 10.767 217.000 115.31 0.00 0.15 108.2 7.358 10.783 217.000 115.31 0.00 0.15 108.4 7.367 10.800 217.000 115.31 0.00 0.15 108.5 7.377 10.817 217.000 115.31 0.00 0.15 108.7 7.386 10.833 217.000 115.31 0.00 0.15 108.8 7.395 10.850 217.000 116.14 0.00 0.15 108.9 7.405 I 10.867 217.000 116.14 0.00 0.15 109.1 7.414 10.883 217.000 116.14 0.00 0.15 109.2 7.424 10.900 217.000 116.14 0.00 0.15 109.4 7.433 10.917 217.000 116.14 0.00 0.15 109.5 7.442 10.933 217.000 116.99 0.00 0.15 109.6 7.453 ' 10.950 217.000 116.99 0.00 0.15 109.8 7.462 10.967 217.000 116.99 0.00 0.15 109.9 7.472 7.482 10.983 217.000 116.99 0.00 0.15 110.1 11.000 217.000 116.99 0.00 0.15 110.2 7.491 11.017 217.000 117.87 0.00 0.15 110.4 7.501 11.033 217.000 117.87 0.00 0.15 110.5 7.512 11.050 217.000 117.87 0.00 0.15 110.7 7.521 11.067 217.000 117.87 0.00 0.15 110.8 7.531 11.083 217.000 117.87 0.00 0.15 110.9 7.541 11.100 217.000 118.75 0.00 0.15 111.1 7.551 11.117 217.000 118.75 0.00 0.15 111.2 7.562 11.133 217.000 118.75 0.00 0.15 111.4 7.572 I 11.150 217.000 118.75 0.00 0.15 111.5 7.582 11.167 217.000 118.75 0.00 0.15 111.7 7.591 11.183 217.000 119.67 0.00 0.15 111.8 7.602 11.200 217.000 119.67 0.00 0.15 112.0 7.613 11.217 217.000 119.67 0.00 0.15 112.1 7.623 11.233 217.000 119.67 0.00 0.15 112.3 7.633 I 11.250 217.000 119.67 0.00 0.15 112.4 7.643 11.267 217.000 120.60 0.00 0.15 112.6 7.654 11.283 217.000 120.60 0.00 0.15 112.8 7.665 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD i ed: 6/18/2003 12:02 PM Page 67 of 91 11.300 217.000 120.60 0.00 0.15 112.9 7.676 11.317 217.000 120.60 0.00 0.15 113.1 7.686 11.333 217.000 120.60 0.00 0.15 113.2 7.696 ' 11.350 217.000 121.56 0.00 0.15 113.4 7.708 11.367 217.000 121.56 0.00 0.15 113.5 7.719 11.383 217.000 121.56 0.00 0.15 113.7 7.729 i 11.400 217.000 121.56 0.00 0.15 113.9 7.740 11.417 217.000 121.56 0.00 0.16 114.0 7.750 11.433 217.000 122.54 0.00 0.16 114.2 7.762 I 11.450 217.000 122.54 0.00 0.16 114.3 7.773 11.467 217.000 122.54 0.00 0.16 114.5 7.784 11.483 217.000 122.54 0.00 0.16 114.7 7.795 11.500 217.000 122.54 0.00 0.16 114.8 7.806 11.517 217.000 123.55 0.00 0.16 115.0 7.818 I 11.533 217.000 123.55 0.00 0.16 115.2 7.829 11.550 217.000 123.55 0.00 0.16 115.3 7.840 7.851 11.567 217.000 123.55 0.00 0.16 115.5 11.583 217.000 123.55 0.00 0.16 115.7 7.862 11.600 217.000 124.58 0.00 0.16 115.8 7.874 11.617 217.000 124.58 0.00 0.16 116.0 7.886 I 11.633 217.000 124.58 0.00 0.16 116.2 7.898 11.650 217.000 124.58 0.00 0.16 116.3 7.909 7.920 11.667 217.000 124.58 0.00 0.16 116.5 11.683 217.000 125.64 0.00 0.16 116.7 7.933 11.700 217.000 125.64 0.00 0.16 116.9 7.945 11.717 217.000 125.64 0.00 0.16 117.0 7.956 i 11.733 217.000 125.64 0.00 0.16 117.2 7.968 11.750 217.000 125.64 0.00 0.16 117.4 7.979 11.767 217.000 126.73 0.00 0.16 117.6 7.992 11.783 217.000 126.73 0.00 0.16 117.7 8.004 11.800 217.000 126.73 0.00 0.16 117.9 8.017 11.817 217.000 126.73 0.00 0.16 118.1 8.028 11.833 217.000 126.73 0.00 0.16 118.3 8.040 11.850 217.000 127.85 0.00 0.16 118.5 8.053 11.867 217.000 127.85 0.00 0.16 118.6 8.066 11.883 217.000 127.85 0.00 0.16 118.8 8.078 11.900 217.000 127.85 0.00 0.16 119.0 8.090 III 11.917 217.000 127.85 0.00 0.16 119.2 8.102 11.933 217.000 128.99 0.00 0.16 119.4 8.116 11.950 217.000 128.99 0.00 0.16 119.6 8.129 11.967 217.000 128.99 0.00 0.16 119.8 8.141 11.983 217.000 128.99 0.00 0.16 119.9 8.154 12.000 217.000 128.99 0.00 0.16 120.1 8.166 12.017 217.000 136.54 0.00 0.16 120.4 8.188 I 12.033 217.000 136.54 0.00 0.16 120.7 8.210 12.050 217.000 136.54 0.00 0.16 121.0 8.231 12.067 217.000 136.54 0.00 0.17 121.3 8.252 12.083 217.000 136.54 0.00 0.17 121.6 8.273 12.100 217.000 153.02 0.00 0.17 122.1 8.316 ' 12.117 217.000 153.02 0.00 0.17 122.7 8.357 12.133 217.000 153.02 0.00 0.17 123.3 8.398 8.438 12.150 217.000 153.02 0.00 0.17 123.9 12.167 217.000 153.02 0.00 0.17 124.5 8.478 12.183 217.000 186.08 0.00 0.17 125.4 8.561 12.200 217.000 186.08 0.00 0.17 126.6 8.643 12.217 217.000 186.08 0.00 0.17 127.8 8.723 12.233 217.000 186.08 0.00 0.18 129.0 8.802 8.879 12.250 217.000 186.08 0.00 0.18 130.1 12.267 217.000 229.70 0.00 0.18 131.7 9.014 12.283 217.000 229.70 0.00 0.18 133.7 9.146 12.300 217.000 229.70 0.00 0.19 135.6 9.276 12.317 217.000 229.70 0.00 0.19 137.5 9.403 12.333 217.000 229.70 0.00 0.19 139.3 9.527 9.724 12.350 217.000 284.58 0.00 0.19 141.7 12.367 217.000 284.58 0.00 0.20 144.6 9.917 I 12.383 217.000 284.58 0.00 0.20 147.4 10.106 12.400 217.000 284.58 0.00 0.21 150.1 10.291 I 12.417 217.000 284.58 0.00 0.21 152.8 10.473 12.433 217.000 347.05 0.00 0.21 156.1 10.736 12.450 217.000 347.05 0.00 0.22 159.9 10.993 12.467 217.000 347.05 0.00 0.22 163.7 11.246 12.483 217.000 347.05 0.00 0.23 167.4 11.493 12.500 217.000 347.05 0.00 0.23 171.0 11.736 I 12.517 217.000 414.04 0.00 0.24 175.2 12.065 12.533 217.000 414.04 0.00 0.25 180.0 12.387 12.550 217.000 414.04 0.00 0.25 184.7 12.703 12.567 217.000 414.04 0.00 0.26 189.3 13.013 12.583 217.000 414.04 0.00 0.27 193.8 13.316 12.600 217.000 525.24 0.00 0.28 199.3 13.765 I 12.617 217.000 525.24 0.00 0.28 205.9 14.205 12.633 217.000 525.24 0.00 0.29 212.3 14.636 12.650 217.000 525.24 0.00 0.30 218.6 15.058 12.667 217.000 525.24 0.00 0.31 224.7 15.472 12.683 217.000 669.13 0.00 0.32 232.2 16.074 I 12.700 217.000 669.13 0.00 0.33 241.0 16.664 12.717 217.000 669.13 0.00 0.34 249.6 17.242 17.808 12.733 217.000 669.13 0.00 0.36 258.0 12.750 217.000 669.13 0.00 0.37 266.2 18.363 12.767 217.000 795.74 0.00 0.38 275.6 19.080 12.783 217.000 795.74 0.00 0.40 286.0 19.782 I 12.800 217.000 795.74 0.00 0.41 293.2 20.474 12.817 217.000 795.74 0.00 0.42 295.9 21.162 21.849 12.833 217.000 795.74 0.00 0.44 297.2 12.850 217.000 903.93 0.00 0.46 298.5 22.683 12.867 217.000 903.93 0.00 0.47 300.1 23.515 12.883 217.000 903.93 0.00 0.49 301.6 24.344 12.900 217.000 903.93 0.00 0.51 303.1 25.172 12.917 217.000 903.93 0.00 0.52 304.6 25.998 12.933 217.000 997.93 0.00 0.54 306.2 26.950 _. Y: \999 \190 \Staff \Bi11F \820 \OPTJ.FLD �ed: 6/18/2003 12:02 PM Page 68 of 91 12.950 2 17.000 997.93 0.00 0.56 307.9 _ 27.901 12.967 217.000 997.93 0.00 0.58 309.7 28.849 12.983 217.000 997.93 0.00 0.60 311.4 29.795 I 13.000 217.000 997.93 0.00 0.62 313.1 30.738 13.017 217.000 1081.43 0.00 0.64 314.9 31.794 13.033 217.000 1081.43 0.00 0.66 316.8 32.847 13.050 217.000 1081.43 0.00 0.69 318.7 33.897 ___� 13.067 217.000 1081:43 0.00 0.71 320.7 34.945 1 13.083 217.000 1081.43 0.00 0.73 322.6 35.990 13.100 217.000 1157.58 13.117 217.000 1157.58 0.00 0.00 0.75 324.6 0.78 326.6 37.138 38.282 13.133 217.000 1157.58 0.00 0.80 328.7 39.424 13.150 217.000 1157.58 0.00 0.82 330.8 40.563 13.167 217.000 1157.58 0.00 0.85 332.9 41.699 1 13.183 217.000 1228.66 0.00 0.87 335.0 42.930 13.200 217.000 1228.66 0.00 0.90 337.3 44.158 13.217 217.000 1228.66 0.00 0.92 339.5 45.382 13.233 217.000 1228.66 0.00 0.95 341.7 46.604 13.250 217.000 1228.66 0.00 0.97 343;9 47.823 13.267 217.000 1295.94 0.00 1.00 346.2 49.131 II 13.283 217.000 1295.94 0.00 1.03 348.6 50.436 13.300 217.000 1295.94 0.00 1.05 351.0 51.737 13.317 217.000 1295.94 0.00 1.08 353.3 53.036 13.333 217.000 1295.94 0.00 1.11 355.7 54.331 13.350 217.000 1360.38 0.00 1.14 358.1 55.711 13.367 217.000 1360.38 0.00 1.16 360.6 57.088 I 13.383 217.000 1360.38 0.00 1.19 363.1 58.462 13.400 217.000 1360.38 0.00 1.22 365.6 59.832 t 13.417 217.000 1360.38 0.00 1.25 368.1 61.199 13.433 217.000 1422.61 0.00 1.28 370.7 62.648 13.450 217.000 1422.61 0.00 1.31 373.3 64.093 13.467 217.000 1422.61 0.00 1.34 376.0 65.535 I 13.483 217.000 1422.61 0.00 1.37 378.6 66.973 13.500 217.000 1422.61 0.00 1.40 381.2 68.407 13.517 217.000 1483.38 0.00 1.43 383.9 69.922 13.533 217.000 1483.38 0.00 1.46 386.6 71.432 13.550 217.000 1483.38 0.00 1.49 389.4 72.939 13.567 217.000 1483.38 0.00 1.52 392.1 74.442 11 13.583 217.000 1483.38 0.00 1.55 394.8 75.942 13.600 217.000 1543.88 0.00 1.59 397.6 77.521 13.617 217.000 1543.88 0.00 1.62 400.5 79.096 13.633 217.000 1543.88 0.00 1.65 403.4 80.666 13.650 217.000 1543.88 0.00 1.68 406.2 82.234 I 13.667 217.000 1543.88 0.00 1.72 409.1 83.797 13.683 217.000 1605.08 0.00 1.75 412.0 85.440 87.079 13.700 217.000 1605.08 0.00 1.78 415.0 13.717 217.000 1605.08 0.00 1.82 418.0 88.714 13.733 217.000 1605.08 0.00 1.85 420.9 90.346 13.750 217.000 1605.08 0.00 1.88 423.9 91.972 13.767 217.000 1667.45 0.00 1.92 426.9 93.681 13.783 217.000 1667.45 0.00 1.95 430.0 95.386 97.086 13.800 217.000 1667.45 0.00 1.99 433.1 13.817 217.000 1667.45 0.00 2.02 436.2 98.782 13.833 217.000 1667.45 0.00 2.06 439.3 100.473 13.850 217.000 1731.40 0.00 2.10 442.4 102.249 I 13.867 217.000 1731.40 0.00 2.13 445.7 104.020 13.883 217.000 1731.40 0.00 2.17 448.9 105.786 452.1 107.548 13.900 217.000 1731.40 0.00 2 13.917 217.000 1731.40 0.00 2.24 455.3 109.306 13.933 217.000 1797.26 0.00 2.28 458.6 111.150 13.950 217.000 1797.26 0.00 2.32 461.9 112.989 II 13.967 217.000 1797.26 0.00 2.36 465.3 114.824 13.983 217.000 1797.26 0.00 2.39 468.6 116.654 14.000 217.000 1797.26 0.00 2.43 471.8 118.480 14.017 217.000 1873.66 0.00 2.47 474.8 120.407 14.033 217.000 1873.66 0.00 2.51 477.9 122.329 14.050 217.000 1873.66 0.00 2.55 480.9 124.248 I 14.067 217.000 1873.66 0.00 2.59 484.0 126.162 14.083 217.000 1873.66 0.00 2.63 487.0 128.072 14.100 217.000 1979.98 0.00 2.67 490.2 130.124 14.117 217.000 1979.98 0.00 2.71 493.5 132.171 14.133 217.000 1979.98 0.00 2.75 496.7 134.214 14.150 217.000 1979.98 0.00 2.79 500.0 136.253 I 14.167 217.000 1979.98 0.00 2.83 503.2 138.287 14.183 217.000 2143.22 0.00 2.88 506.6 140.541 14.200 217.000 2143.22 0.00 2.93 510.2 142.791 14.217 217.000 2143.22 0.00 2.97 513.8 145.035 14.233 217.000 2143.22 0.00 3.02 517.4 147.274 14.250 217.000 2143.22 0.00 3.06 521.0 149.509 I 14.267 217.000 2440.19 0.00 3.12 524.8 152.147 14.283 217.000 2440.19 0.00 3.17 529.1 154.780 14.300 217.000 2440.19 0.00 3.22 533.2 157.406 14.317 217.000 2440.19 0.00 3.28 537.4 160.027 14.333 217.000 2440.19 0.00 3.33 541.6 162.642 i 14.350 217.000 2856.39 0.00 3.40 546.2 165.824 14.367 217.000 2856.39 0.00 3.46 551.3 168.999 172.167 14.383 217.000 2856.39 0.00 3.53 556.4 14.400 217.000 2856.39 0.00 3.59 561.4 175.329 14.417 217.000 2856.39 0.00 3.65 566.4 178.483 14.433 217.000 3350.99 0.00 3.73 572.0 182.311 I 14.450 217.000 3350.99 0.00 3.81 578.1 186.130 14.467 217.000 3350.99 0.00 3.89 584.2 189.941 14.483 217.000 3350.99 0.00 3.97 590.3 193.744 14.500 217.000 3350.99 0.00 4.04 596.3 197.538 14.517 217.000 3889.71 0.00 4.14 603.0 202.065 14.533 217.000 3889.71 0.00 4.23 610.2 206.582 14.550 217.000 3889.71 0.00 4.32 617.4 211.090 14.567 217.000 3889.71 0.00 4.41 624.4 215.587 14.583 217.000 3889.71 0.00 4.50 630.1 220.077 • Y: \899 \190 \Staff \Bi11F \820 \OPTJ.FLD t 11ed: 6/18/2003 12:02 PM Page 69 of 91 14.600 217.000 4433.57 0.00 4.59 635.1 225.309 14.617 217.000 4433.57 0.00 4.69 640.4 230.534 14.633 217.000 4433.57 0.00 4.79 645.8 235.751 14.650 217.000 4433.57 0.00 4.89 651.1 240.961 14.667 217.000 4433.57 0.00 4.99 656.5 246.164 662.1 252.046 14.683 217.000 4932.37 0.00 5 14.700 217.000 4932.37 0.00 5.21 668.2 257.919 14.717 217.000 4932.37 0.00 5.32 674.2 263.785 14.733 217.000 4932.37 0.00 5.43 680.1 269.642 III 14.750 217.000 4932.37 0.00 5.55 685.9 275.491 14.767 217.000 5351.22 0.00 5.67 691.7 281.909 14.783 217.000 5351.22 0.00 5.80 697.8 288.319 14.800 217.000 5351.22 0.00 5.93 704.0 294.720 14.817 217.000 5351.22 0.00 6.05 710.1 301.113 14.833 217.000 5351.22 0.00 6.18 716.2 307.497 I 14.850 217.000 5677.14 0.00 6.31 722.5 314.321 14.867 217.000 5677.14 0.00 6.45 729.0 321.137 14.883 217.000 5677.14 0.00 6.58 735.5 327.944 14.900 217.000 5677.14 0.00 6.72 742.0 334.741 14.917 217.000 5677.14 0.00 6.85 748.5 341.530 14.933 217.000 5920.49 0.00 6.99 755.1 348.645 I 14.950 217.000 5920.49 0.00 7.13 761.9 355.750 14.967 217.000 5920.49 0.00 7.27 768.7 362.847 14.983 217.000 5920.49 0.00 7.41 775.5 369.933 15.000 217.000 5920.49 0.00 7.55 782.3 377.011 15.017 217.000 6095.44 0.00 7.70 789.1 384.320 ' ' 15.033 217.000 6095.44 0.00 7.84 803.7 391.609 15.050 217.000 6095.44 0.00 7.98 833.3 398.857 870.4 406.054 15.067 217.000 6095.44 0.00 8 15.083 217.000 6095.44 0.00 8.25 907.2 413.200 15.100 217.000 6217.48 0.00 8.39 944.2 420.464 15.117 217.000 6217.48 0.00 8.53 972.8 427.688 ' 15.133 217.000 6217.48 0.00 8.67 991.8 434.885 15.150 217.000 6217.48 0.00 8.80 1010.1 442.058 1028.4 449.206 15.167 217.000 6217.48 0.00 8 15.183 217.000 6300.39 0.00 9.08 1046.7 456.442 15.200 217.000 6300.39 0.00 9.22 1065.1 463.653 15.217 217.000 6300.39 0.00 9.36 1083.4 470.839 �-II 15.233 217.000 6300.39 0.00 9.50 1100.2 478.002 15.250 217.000 6300.39 0.00 9.63 1114.9 485.145 15.267 217.000 6353.52 0.00 9.77 1129.0 492.341 15.283 217.000 6353.52 0.00 9.91 1143.2 499.518 15.300 217.000 6353.52 0.00 10.04 1157.3 506.675 15.317 217.000 6353.52 0.00 10.18 1171.3 513.813 I 15.333 217.000 6353.52 0.00 10.31 1185.3 520.932 15.350 217.000 6366.90 0.00 10.45 1199.3 528.050 15.367 217.000 6366.90 0.00 10.58 1213.3 535.148 15.383 217.000 6366.90 0.00 10.72 1227.3 542.228 15.400 217.000 6366.90 0.00 10.85 1241.2 549.288 15.417 217.000 6366.90 0.00 10.99 1255.1 556.329 ' 15.433 217.000 6308.46 0.00 11.12 1268.8 563.271 15.450 217.000 6308.46 0.00 11.25 1282.5 570.193 15.467 217.000 6308.46 0.00 11.38 1296.1 577.098 15.483 217.000 6308.46 0.00 11.51 1308.9 583.984 15.500 217.000 6308.46 0.00 11.64 1320.7 590.854 15.517 217.000 6133.14 0.00 11.76 1332.3 597.467 I 15.533 217.000 6133.14 0.00 11.89 1343.6 604.064 15.550 217.000 6133.14 0.00 12.01 1354.9 610.646 15.567 217.000 6133.14 0.00 12.13 1366.1 617.212 15.583 217.000 6133.14 0.00 12.26 1377.3 623.763 15.600 217.000 5799.91 0.00 12.37 1388.1 629.839 15.617 217.000 5799.91 0.00 12.48 1398.5 635.902 II 15.633 217.000 5799.91 0.00 12.60 1408.9 641.950 15.650 217.000 5799.91 0.00 12.71 1419.2 647.984 15.667 217.000 5799.91 0.00 12.82 1429.5 654.004 15.683 217.000 5309. 97 0.00 12.92 1439.2 659.336 15.700 217.000 5309.97 0.00 13.02 1448.4 664.655 15.717 217.000 5309.97 0.00 13.12 1457.4 669.961 I 15.733 217.000 5309.97 0.00 13.22 1466.5 675.255 15.750 217.000 5309.97 0.00 13.32 1475.6 680.537 15.767 217.000 4720.05 0.00 13.40 1483.9 684.994 15.783 217.000 4720.05 0.00 13.48 1490.9 689.442 15.800 217.000 4720.05 0.00 13.56 1497.4 693.881 15.817 217.000 4720.05 0.00 13.64 1503.8 698.311 15.833 217.000 4720.05 0.00 13.73 1510.3 702.732 15.850 217.000 4100.52 0.00 13.79 1516.1 706.292 15.867 217.000 4100.52 0.00 13.86 1521.2 709.845 15.883 217.000 4100.52 0.00 13.92 1526.4 713.391 15.900 217.000 4100.52 0.00 13.99 1531.5 716.929 i 15.917 217.000 4100.52 0.00 14.05 1536.7 720.461 15.933 217.000 3551.53 0.00 14.10 1541.3 723.229 15.950 217.000 3551.53 0.00 14.15 1545.3 725.993 15.967 217.000 3551.53 0.00 14.20 1549.3 728.751 15.983 217.000 3551.53 0.00 14.25 1553.3 731.503 16.000 217.000 3551.53 0.00 14.30 1557.3 734.250 I 16.017 217.000 3300.64 0.00 14.35 1561.0 736.646 16.033 217.000 3300.64 0.00 14.39 1564.5 739.038 16.050 217.000 3300.64 0.00 14.44 1568.0 741.424 16.067 217.000 3300.64 0.00 14.48 1571.4 743.806 16.083 217.000 3300.64 0.00 14.52 1574.9 746.183 16.100 217.000 3549.09 0.00 14.57 1578.6 748.897 1 16.117 217.000 3549.09 0.00 14.62 1582.5 751.606 16.133 217.000 3549.09 0.00 14.67 1586.5 754.309 16.150 217.000 3549.09 0.00 14.72 1590.4 757.007 1 16.167 217.000 3549.09 0.00 14.77 1594.3 759.700 16.183 217.000 4384.70 0.00 14.84 1599.0 763.537 I 16.200 217.000 4384.70 0.00 14.91 1604.6 767.366 16.217 217.000 4384.70 0.00 14.98 1610.2 771.188 16.233 217.000 4384.70 0.00 15.05 1615.7 775.002 Y: \B99 \190 \Staff \Bi11F\s20 \OPTJ.FLD 1 1 liv ed: 6/18/2003 12:02 PM Page 70 of 91 16.250 217.000 4384.70 0.00 15.12 1621.3 778.808 16.267 217.000 5717.04 0.00 15.22 1628.1 784.440 16.283 217.000 5717.04 0.00 15.33 1636.3 790.061 16.300 217.000 5717.04 0.00 15.43 1644.2 795.671 16.317 217.000 5717.04 0.00 15.53 1651.2 801.272 16.333 217.000 5717.04 0.00 15.63 1657.5 806.863 16.350 217.000 7170.11 0.00 15.77 1664.9 814.446 _j 16.367 217.000 7170.11 0.00 15.91 1673.5 822.017 16.383 217.000 7170.11 0.00 16.05 1682.0 829.577 I 16.400 217.000 7170.11 0.00 16.18 1690.6 837.124 16.417 217.000 7170.11 0.00 16.32 1699.1 844.660 16.433 217.000 8326.03 0.00 16.49 1708.5 853.775 16.450 217.000 8326.03 0.00 16.65 1718.8 862.876 16.467 217.000 8326.03 0.00 16.82 1729.1 871.963 16.483 217.000 8326.03 0.00 16.98 1739.3 881.035 i 16.500 217.000 8326.03 0.00 17.15 1749.6 890.094 16.517 217.000 9097.29 0.00 17.33 1760.4 900.200 16.533 217.000 9097.29 0.00 17.51 1771.5 910.290 16.550 217.000 9097.29 0.00 17.69 1782.1 920.366 16.567 217.000 9097.29 0.00 17.87 1792.4 930.428 II 16.583 217.000 9097.29 0.00 18.05 1802.7 940.476 16.600 217.000 9412.15 0.00 18.23 1813.2 950.943 16.617 217.000 9412.15 0.00 18.42 1824.0 961.395 16.633 217.000 9412.15 0.00 18.60 1834.7 971.832 16.650 217.000 9412.15 0.00 18.79 1845.4 982.255 16.667 217.000 9412.15 0.00 18.97 1856.1 992.663 ' 16.683 217.000 9175.82 0.00 19.15 1866.6 1002.730 16.700 217.000 9175.82 0.00 19.33 1876.9 1012.784 16.717 217.000 9175.82 0.00 19.50 1887.2 1022.824 16.733 217.000 9175.82 0.00 19.68 1897.4 1032.849 16.750 217.000 9175.82 0.00 19.85 1907.6 1042.860 16.767 217.000 8592.68 0.00 20.02 1917.3 1052.055 I 16.783 217.000 8592.68 0.00 20.18 1926.7 1061.237 16.800 217.000 8592.68 0.00 20.34 1936.0 1070.406 16.817 217.000 8592.68 0.00 20.50 1945.3 1079.562 16.833 217.000 8592.68 0.00 20.66 1954.6 1088.705 Ti 16.850 217.000 7948.28 0.00 20.80 1963.5 1096.949 16.867 217.000 7948.28 0.00 20.95 1971.9 1105.181 111 16.883 217.000 7948.28 0.00 21.09 1980.2 1113.401 16.900 217.000 7948.28 0.00 21.24 1988.6 1121.610 16.917 217.000 7948.28 0.00 21.38 1996.9 1129.807 16.933 217.000 7498.16 0.00 21.51 2004.9 1137.374 16.950 217.000 7498.16 0.00 21.64 2012.5 1144.930 16.967 217.000 7498.16 0.00 21.77 2020.0 1152.476 16.983 217.000 7498.16 0.00 21.90 2027.6 1160.011 17.000 217.000 7498.16 0.00 22.03 2035.1 1167.536 17.017 217.000 7222.61 0.00 22.15 2042.4 1174.671 17.033 217.000 7222.61 0.00 22.28 2049.5 1181.797 17.050 217.000 7222.61 0.00 22.40 2056.6 1188.912 17.067 217.000 7222.61 0.00 22.52 2063.8 1196.018 i 17.083 217.000 7222.61 0.00 22.64 2070.9 1203.114 17.100 217.000 7059.49 0.00 22.76 2077.8 1209.976 17.117 217.000 7059.49 0.00 22.88 2084.7 1216.828 17.133 217.000 7059.49 0.00 23.00 2091.5 1223.671 17.150 217.000 7059.49 0.00 23.12 2098.4 1230.505 17.167 217.000 7059.49 0.00 23.23 2105.2 1237.329 I 17.183 217.000 6919.39 0.00 23.35 2111.9 1243.951 17.200 217.000 6919.39 0.00 23.46 2118.3 1250.564 17.217 217.000 6919.39 0.00 23.57 2124.3 1257.168 17.233 217.000 6919.39 0.00 23.68 2130.2 1263.765 17.250 217.000 6919.39 0.00 23.80 2136.0 1270.354 17.267 217.000 6708.15 0.00 23.90 2141.8 1276.643 17.283 217.000 6708.15 0.00 24.01 2147.3 1282.926 17.300 217.000 6708.15 0.00 24.12 2152.9 1289.200 17.317 217.000 6708.15 0.00 24.22 2158.5 1295.467 17.333 217.000 6708.15 0.00 24.33 2164.0 1301.726 17.350 217.000 6388.15 0.00 24.43 2169.4 1307.537 17.367 217.000 6388.15 0.00 24.52 2174.5 1313.341 i 17.383 217.000 6388.15 0.00 24.62 2179.7 1319.138 17.400 217.000 6388.15 0.00 24.72 2184.8 1324.928 17.417 217.000 6388.15 0.00 24.82 2189.9 1330.710 17.433 217.000 5966.66 0.00 24.91 2194.8 1335.906 17.450 217.000 5966.66 0.00 24.99 2199.4 1341.095 111 17.467 217.000 5966.66 0.00 25.08 2204.0 1346.278 17.483 217.000 5966.66 0.00 25.17 2208.6 1351.454 17.500 217.000 5966.66 0.00 25.26 2213.2 1356.624 17.517 217.000 5473.00 0.00 25.33 2217.5 1361.108 17.533 217.000 5473.00 0.00 25.41 2221.4 1365.587 17.550 217.000 5473.00 0.00 25.49 2225.1 1370.061 i 17.567 217.000 5473.00 0.00 25.56 2228.6 1374.530 17.583 217.000 5473.00 0.00 25.64 2232.1 1378.994 17.600 217.000 4961.60 0.00 25.70 2235.3 1382.749 17.617 217.000 4961.60 0.00 25.76 2238.3 1386.500 17.633 217.000 4961.60 0.00 25.82 2241.2 1390.247 17.650 217.000 4961.60 0.00 25.89 2244.1 1393.990 II 17.667 217.000 4961.60 0.00 25.95 2247.1 1397..729 17.683 217.000 4477.38 0.00 26.00 2249.7 1400.797 17.700 217.000 4477.38 0.00 26.05 2252.1 1403.862 17.717 217.000 4477.38 0.00 26.10 2254.5 1406.924 17.733 217.000 4477.38 0.00 26.16 2256.9 1409.983 111 17.750 217.000 4477.38 0.00 26.21 2259.3 1413.038 17.767 217.000 4043.39 0.00 26.25 2261.5 1415.492 17.783 217.000 4043.39 0.00 26.29 2263.4 1417.944 17.800 217.000 4043.39 0.00 26.33 2265.3 1420.393 17.817 217.000 4043.39 0.00 26.37 2267.3 1422.839 17.833 217.000 4043.39 0.00 26.41 2269.2 1425.283 I 17.850 217.000 3672.45 0.00 26.45 2270.9 1427.214 17.867 217.000 3672.45 0.00 26.48 2272.4 1429.142 17.883 217.000 3672.45 0.00 26.51 2273.9 1431.069 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 ed: 6/18/2003 12:02 PM Page 71 of 91 17.900 217.000 3672.45 0.00 26.54 2275.4 1432.993 17.917 217.000 3672.45 0.00 26.58 2276.9 1434.915 17.933 217.000 3359.96 0.00 26.60 2278.3 1436.405 1 17.950 217.000 3359.96 0.00 26.63 2279.4 1437.894 17.967 217.000 3359.96 0.00 26.65 2280.6 1439.380 17.983 217.000 3359.96 0.00 26.68 2281.8 1440.865 18.000 217.000 3359.96 0.00 26.70 2282.9 1442.349 J 18.017 217.000 3095.05 0.00 26.72 2284.0 1443.466 18.033 217.000 3095.05 0.00 26.74 2284.8 1444.582 II 18.050 217.000 3095.05 0.00 26.76 2285.7 1445.697 18.067 217.000 3095.05 0.00 26.77 2286.6 1446.811 18.083 217.000 3095.05 0.00 26.79 2287.4 1447.923 18.100 217.000 2855.42 0.00 26.81 2288.2 1448.704 18.117 217.000 2855.42 0.00 26.82 2288.8 1449.485 18.133 217.000 2855.42 0.00 26.83 2289.4 1450.264 I/ 18.150 217.000 2855.42 0.00 26.85 2290.0 1451.043 18.167 217.000 2855.42 0.00 26.86 2290.6 1451.821 18.183 217.000 2644.11 0.00 26.87 2291.1 1452.307 18.200 217.000 2644.11 0.00 26.88 2291.5 1452.793 18.217 217.000 2644.11 0.00 26.88 2291.9 1453.278 18.233 217.000 2644.11 0.00 26.89 2292.3 1453.763 ' 18.250 217.000 2644.11 0.00 26.90 2292.7 1454.247 18.267 217.000 2459.67 0.00 26.90 2292.9 1454.477 18.283 217.000 2459.67 0.00 26.91 2293.1 1454.706 18.300 217.000 2459.67 0.00 26.91 2293.3 1454.935 18.317 217.000 2459.67 0.00 26.92 2293.5 1455.164 l 18.333 217.000 2459.67 0.00 26.92 2293.6 1455.393 18.350 217.000 2287.97 0.00 26.92 2293.7 1455.385 18.367 217.000 2287.97 0.00 26.92 2293.7 1455.377 18.383 217.000 2287.97 0.00 26.92 2293.7 1455.369 18.400 217.000 2287.97 0.00 26.92 2293.7 1455.361 18.417 217.000 2287.97 0.00 26.92 2293.7 1455.353 i 18.433 217.000 2116.64 0.00 26.91 2293.6 1455.109 18.450 217.000 2116.64 0.00 26.91 2293.4 1454.866 18.467 217.000 2116.64 0.00 26.91 2293.2 1454.622 18.483 217.000 2116.64 0.00 26.90 2293.0 1454.380 I] 18.500 217.000 2116.64 0.00 26.90 2292.8 1454.137 18.517 217.000 1968.41 0.00 26.89 2292.6 1453.690 III 18.533 217.000 1968.41 0.00 26.88 2292.2 1453.244 18.550 217.000 1968.41 0.00 26.88 2291.9 1452.799 18.567 217.000 1968.41 0.00 26.87 2291.5 1452.354 18.583 217.000 1968.41 0.00 26.86 2291.2 1451.909 18.600 217.000 1822.92 0.00 26.85 2290.8 1451.265 18.617 217.000 1822.92 0.00 26.84 2290.3 1450.621 I 18.633 217.000 1822.92 0.00 26.83 2289.7 1449.978 18.650 217.000 1822.92 0.00 26.82 2289.2 1449.336 18.667 217.000 1822.92 0.00 26.81 2288.7 1448.694 18.683 217.000 1682.07 0.00 26.79 2288.2 1447.859 18.700 217.000 1682.07 0.00 26.78 2287.5 1447.025 18.717 217.000 1682.07 0.00 26.76 2286.9 1446.192 i 18.733 217.000 1682.07 0.00 26.75 2286.2 1445.360 18.750 217.000 1682.07 0.00 26.74 2285.5 1444.529 18.767 217.000 1552.35 0.00 26.72 2284.8 1443.520 18.783 217.000 1552.35 0.00 26.70 2284.0 1442.512 18.800 217.000 1552.35 0.00 26.69 2283.2 1441.505 18.817 217.000 1552.35 0.00 26.67 2282.5 1440.500 ' 18.833 217.000 1552.35 0.00 26.65 2281.7 1439.495 18.850 217.000 1435.54 0.00 26.63 2280.8 1438.331 18.867 217.000 1435.54 0.00 26.61 2279.9 1437.168 18.883 217.000 1435.54 0.00 26.59 2279.0 1436.006 18.900 217.000 1435.54 0.00 26.57 2278.1 1434.845 18.917 217.000 1435.54 0.00 26.55 2277.2 1433.686 18.933 217.000 1329.18 0.00 26.53 2276.2 1432.382 18.950 217.000 1329.18 0.00 26.51 2275.2 1431.078 18.967 217.000 1329.18 0.00 26.49 2274.2 1429.777 18.983 217.000 1329.18 0.00 26.47 2273.2 1428.477 19.000 217.000 1329.18 0.00 26.45 2272.1 1427.178 19.017 217.000 1231.65 0.00 26.42 2271.1 1425.746 II 19.033 217.000 1231.65 0.00 26.40 2269.9 1424.316 19.050 217.000 1231.65 0.00 26.37 2268.8 1422.887 19.067 217.000 1231.65 0.00 26.35 2267.7 1421.460 19.083 217.000 1231.65 0.00 26.32 2266.6 1420.035 19.100 217.000 1141.92 0.00 26.30 2265.4 1418.487 19.117 217.000 1141.92 0.00 26.27 2264.2 1416.941 19.133 217.000 1141.92 0.00 26.25 2263.0 1415.397 19.150 217.000 1141.92 0.00 26.22 2261.8 1413.855 19.167 217.000 1141.92 0.00 26.20 2260.6 1412.314 19.183 217.000 1058.34 0.00 26.17 2259.3 1410.659 19.200 217.000 1058.34 0.00 26.14 2258.0 1409.007 ' 19.217 217.000 1058.34 0.00 26.11 2256.7 1407.356 19.233 217.000 1058.34 0.00 26.08 2255.4 1405.707 19.250 217.000 1058.34 0.00 26.06 2254.2 1404.060 19.267 217.000 979.37 0.00 26.03 2252.8 1402.306 19.283 217.000 979.37 0.00 26.00 2251.4 1400.554 19.300 217.000 979.37 0.00 25.97 2250.1 1398.804 I 19.317 217.000 979.37 0.00 25.94 2248.7 1397.055 19.333 217.000 979.37 0.00 25.91 2247.3 1395.309 19.350 217.000 903.75 0.00 25.88 2245.9 1393.460 19.367 217.000 903.75 0.00 25.85 2244.5 1391.614 19.383 217.000 903.75 0.00 25.82 2243.0 1389.769 19.400 217.000 903.75 0.00 25.79 2241.6 1387.926 I/ 19.417 217.000 903.75 0.00 25.75 2240.1 1386.085 19.433 217.000 830.80 0.00 25.72 2238.7 1384.146 19.450 217.000 830.80 0.00 25.69 2237.1 1382.209 ti 19.467 217.000 830.80 0.00 25.66_ 2235.6 1380.274 19.483 217.000 830.80 0.00 25.62 2234.1 1378.341 19.500 217.000 830.80 0.00 , 25.59 2232.6 1376.410 19.517 217.000 760.20 0.00 25.56 2231.0 1374.384 19.533 217.000 760.20 0.00 25.52 2229.5 1372.360 Y: \899 \190 \Staff \Bi11F \520 \OPTJ.FLD 1 • Page 72 of 91 I ed: 6/18/2003 12:02 PM 19.550 2 17.000 760.20 0.00 25.49 2227.9 1370.339 19.567 217.000 760.20 0.00 25.46 2226.3 1368.319 19.583 217.000 760.20 0.00 25.42 2224.7 1366.302 i 19.600 217.000 691.37 0.00 25.39 2223.0 1364.192 19.617 217.000 691.37 0.00 25.35 2221.2 1362.085 19.633 217.000 691.37 0.00 25.31 2219.4 1359.980 19.650 217.000 691.37 0.00 25.28 2217.5 1357.878 _J 19.667 217.000 691.37 0.00 25.24 2215.6 1355.779 19.683 217.000 623.93 0.00 25.21 2213.7 1353.589 I 19.700 217.000 623.93 0.00 25.17 2211.8 1351.402 19.717 217.000 623.93 0.00 25.13 2209.9 1349.217 19.733 217.000 623.93 0.00 25.10 2207.9 1347.035 19.750 217.000 623.93 0.00 25.06 2206.0 1344.856 19.767 217.000 557.83 0.00 25.02 2204.0 1342.589 19.783 217.000 557.83 0.00 24.98 2202.0 1340.324 i 19.800 217.000 557.83 0.00 24.94 2200.0 1338.062 19.817 217.000 557.83 0.00 24.91 2198.0 1335.803 19.833 217.000 557.83 0.00 24.87 •2196.0 1333.546 19.850 217.000 493.00 0.00 24.83 2194.0 1331.203 19.867 217.000 493.00 0.00 24.79 2191.9 1328.863 19.883 217.000 493.00 0.00 24.75 2189.8 1326.526 i 19.900 217.000 493.00 0.00 24.71 2187.7 1324.192 19.917 217.000 493.00 0.00 24.67 2185.7 1321.860 19.933 217.000 429.40 0.00 24.63 2183.6 1319.444 19.950 217.000 429.40 0.00 24.59 2181.4 1317.031 19.967 217.000 429.40 0.00 24.55 2179.3 1314.621 I 19.983 217.000 429.40 0.00 24.51 2177.2 1312.213 20.000 217.000 429.40 0.00 24.46 2175.0 1309.809 20.017 217.000 370.65 0.00 24.42 2172.9 1307.326 20.033 217.000 370.65 0.00 24.38 2170.7 1304.847 20.050 217.000 370.65 0.00 24.34 2168.5 1302.371 20.067 217.000 370.65 0.00 24.30 2166.3 1299.897 20.083 217.000 370.65 0.00 24.25 2164.1 1297.427 20.100 217.000 344.08 0.00 24.21 2161.9 1294.923 20.117 217.000 344.08 0.00 24.17 2159.6 1292.423 20.133 217.000 344.08 0.00 24.13 2157.4 1289.925 20.150 217.000 344.08 0.00 24.09 2155.2 1287.430 20.167 217.000 344.08 0.00 24.04 2153.0 1284.939 20.183 217.000 318.15 0.00 24.00 2150.8 1282.415 20.200 217.000 318.15 0.00 23.96 2148.5 1279.893 20.217 217.000 318.15 0.00 23.91 2146.3 1277.375 20.233 217.000 318.15 0.00 23.87 2144.1 1274.860 20.250 217.000 318.15 0.00 23.83 2141.8 1272.348 20.267 217.000 292.76 0.00 23.79 2139.6 1269.804 I 20.283 217.000 292.76 0.00 23.74 2137.4 1267.264 20.300 217.000 292.76 0.00 23.70 2135.1 1264.726 20.317 217.000 292.76 0.00 23.66 2132.9 1262.191 20.333 217.000 292.76 0.00 23.61 2130.6 1259.660 20.350 217.000 267.97 0.00 23.57 2128.3 1257.097 20.367 217.000 267.97 0.00 23.53 2126.1 1254.538 i 20.383 217.000 267.97 0.00 23.48 2123.8 1251.982 20.400 217.000 267.97 0.00 23.44 2121.5 1249.429 20.417 217.000 267.97 0.00 23.40 2119.3 1246.879 20.433 217.000 244.07 0.00 23.35 2116.8 1244.299 20.450 217.000 244.07 0.00 23.31 2114.3 1241.723 ' 20.467 217.000 244.07 0.00 23.26 2111.7 1239.150 20.483 217.000 244.07 0.00 23.22 2109.1 1236.581 20.500 217.000 244.07 0.00 23.18 2106.6 1231.016 20.517 217. 221.79 0.00 23.13 2104.0 20.533 217.000 221.79 0.00 23.09 2101.4 1228.834 20.550 217.000 221.79 0.00 23.04 2098.8 1226.249 i 20.567 217.000 221.79 0.00 23.00 2096.2 1223.667 20.583 217.000 221.79 0.00 22.95 2093.7 1221.089 20.600 217.000 201.87 0.00 22.91 2091.1 1218.487 _ 20.617 217.000 201.87 0.00 22.86 2088.5 1215.888 20.633 217.000 201.87 0.00 22.82 2085.9 1213.293 20.650 217.000 201.87 0.00 22.77 2083.3 1210.701 111 20.667 217.000 201.87 0.00 22.73 2080.7 1208.114 20.683 217.000 184.51 0.00 22.68 2078.1 1205.505 20.700 217.000 184.51 0.00 22.64 2075.5 1202.901 20.717 217.000 184.51 0.00 22.59 2072.9 1200.300 20.733 217.000 184.51 0.00 22.55 2070.3 1197.702 20.750 217.000 184.51 0.00 22.51 2067.7 1195.108 20.767 217.000 169.24 0.00 22.46 2065.1 1192.497 20.783 217.000 169.24 0.00 22.42 2062.5 1189.889 20.800 217.000 169.24 0.00 22.37 2059.9 1187.285 20.817 217.000 169.24 0.00 22.33 2057.3 1184.684 20.833 217.000 169.24 0.00 22.28 2054.7 1182.087 20.850 217.000 155.31 0.00 22.24 2052.1 1179.475 i 20.867 217.000 155.31 0.00 22.19 2049.5 1176.866 20.883 217.000 155.31 0.00 22.15 2046.9 1174.260 20.900 217.000 155.31 0.00 22.10 2044.3 1171.658 20.917 217.000 155.31 0.00 22.06 2041.7 1169.060 20.933 217.000 142.14 0.00 22.01 2039.1 1166.447 20.950 217.000 142.14 0.00 21.97 2036.4 1163.838 I 20.967 217.000 142.14 0.00 21.92 2033.8 1161.232 20.983 217.000 142.14 0.00 21.88 2031.2 1158.630 21.000 217.000 142.14 0.00 21.83 2028.6 1156.032 21.017 217.000 129.44 0.00 21.79 2026.0 1153.419 21.033 217.000 129.44 0.00 21.74 2023.4 1150.811 I 21.050 217.000 129.44 0.00 21.70 2020.8 1148.205 21.067 217.000 129.44 0.00 21.65 2018.2 1145.604 21.083 217.000 129.44 0.00 21.61 2015.6 1143.006 21.100 217.000 117.07 0.00 21.56 2013.0 1140.394 1 21.117 217.000 117.07 0.00 21.52 2010.4 1137.786 21.133 217.000 117.07 0.00 21.47 2007.8 1135.182 I 21.150 21.167 21.183 217.000 117.07 217.000 117.07 217.000 104.99 0.00 0.00 0.00 21.43 2005.2 1132.581 21.38 2002.6 1129.984 21.34 2000.0 1127.374 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD I ved: 6/18/2003 12:02 PM Page 73 of 91 21.200 217.000 104.99 0.00 21.29 1997.3 1124.768 21.217 217.000 104.99 0.00 21.24 1994.7 1122.165 21.233 217.000 104.99 0.00 21.20 1992.0 1119.566 I 21.2 217.000 104.99 0.00 21.15 1989.4 1116.970 21.267 217.000 97.69 0.00 21.11 1986.7 1114.368 21.283 217.000 97.69 0.00 21.06 1984.1 1111.770 21.300 - 217.000 97.69 0.00 21.02 1981.4 1109.175 21.317 217.000 97.69 0.00 20.97 1978.8 1106.584 21.333 217.000 97.69 0.00 20.93 1976.2 1103.996 21.350 217.000 91.09 0.00 20.88 1973.5 1101.404 21.367 217.000 91.09 0.00 20.84 1970.9 1098.814 21.383 217.000 91.09 0.00 20.79 1968.3 1096.229 21.400 217.000 91.09 0.00 20.74 1965.6 1093.647 21.417 217.000 91.09 0.00 20.70 1963.0 1091.068 21.433 217.000 86.65 0.00 20.65 1960.4 1088.487 I 21.450 217.000 86.65 0.00 20.61 1957.8 1085.910 21.467 217.000 86.65 0.00 20.56 1955.1 1083.336 21.483 217.000 86.65 0.00 20.52 1952.5 1080.766 21.500 217.000 86.65 0.00 20.47 1949.9 1078.200 21.517 217.000 85.97 0.00 20.43 1947.3 1075.636 21.533 217.000 85.97 0.00 20.38 1944.7 1073.076 I/ 21.550 217.000 85.97 0.00 20.34 1942.1 1070.519 21.567 217.000 85.97 0.00 20.29 1939.5 1067.966 21.583 217.000 85.97 0.00 20.25 1936.9 1065.417 21.600 217.000 85.32 0.00 20.20 1934.3 1062.870 21.617 217.000 85.32 0.00 20.16 1931.7 1060.326 21.633 217.000 85.32 0.00 20.12 1929.1 1057.787 I 21.650 217.000 85.32 0.00 20.07 1926.6 1055.251 21.667 217.000 85.32 0.00 20.03 1924.0 1052.718 21.683 217.000 84.68 0.00 19.98 1921.4 1050.188 21.700 217.000 84.68 0.00 19.94 1918.8 1047.662 21.717 217.000 84.68 0.00 19.89 1916.3 1045.139 21.733 217.000 84.68 0.00 19.85 . 1913.7 1042.620 21.750 217.000 84.68 0.00 19.81 1911.1 1040.104 21.767 217.000 84.05 0.00 19.76 1908.6 1037.591 21.783 217.000 84.05 0.00 19.72 1906.0 1035.081 21.800 217.000 84.05 0.00 19.67 1903.5 1032.575 y 21.817 217.000 84.05 0.00 19.63 1900.9 1030.072 21.833 217.000 84.05 0.00 19.59 1898.4 1027.573 21.850 217.000 83.44 0.00 19.54 1895.8 1025.077 21.867 217.000 83.44 0.00 19.50 1893.3 1022.584 21.883 217.000 83.44 0.00 19.45 1890.8 1020.094 21.900 217.000 83.44 0.00 19.41 1888.2 1017.608 21.917 217.000 83.44 0.00 19.37 1885.7 1015.126 21.933 217.000 82.84 0.00 19.32 1883.2 1012.646 21.950 217.000 82.84 0.00 19.28 1880.6 1010.170 21.967 217.000 82.84 0.00 19.24 1878.1 1007.697 21.983 217.000 82.84 0.00 19.19 1875.5 1005.228 22.000 217.000 82.84 0.00 19.15 1873.0 1002.762 22.017 217.000 82.25 0.00 19.10 1870.5 1000.299 I 22.033 217.000 82.25 0.00 19.06 1868.0 997.839 995.383 22.050 217.000 82.25 0.00 19.02 1865.4 22.067 217.000 82.25 0.00 18.97 1862.9 992.930 22.083 217.000 82.25 0.00 18.93 1860.4 990.481 22.100 217.000 81.68 0.00 18.89 1857.9 988.034 II 22.117 217.000 81.68 0.00 18.84 1855.4 985.591 22.133 217.000 81.68 0.00 18.80 1852.9 983.152 22.150 217.000 81.68 0.00 18.76 1850.4 980.715 22.167 217.000 81.68 0.00 18.71 1847.9 978.283 22.183 217.000 81.12 0.00 18.67 1845.4 975.853 22.200 217.000 81.12 0.00 18.63 1842.9 973.426 22.216 217.000 81.12 0.00 18.59 1840.4 971.003 22.233 217.000 81.12 0.00 18.54 1837.9 968.583 966.166 22.250 217.000 81.12 0.00 18.50 1835.4 22.266 217.000 80.57 0.00 18.46 1833.0 963.753 22.283 217.000 80.57 0.00 18.41 1830.5 961.342 A 22.300 217.000 80.57 0.00 18.37 1828.0 958.935 i 22.316 217.000 80.57 0.00 18.33 1825.6 956.532 22.333 217.000 80.57 0.00 18.29 1823.1 954.131 951.734 22.350 217.000 80.03 0.00 18.24 1820.6 22.366 217.000 80.03 0.00 18.20 1818.2 949.340 22.383 217.000 80.03 0.00 18.16 1815.7 946.949 22.400 217.000 80.03 0.00 18.12 1813.3 944.562 22.416 217.000 80.03 0.00 18.08 1810.8 942.178 22.433 217.000 79.50 0.00 18.03 1808.4 939.796 22.450 217.000 79.50 0.00 17.99 1805.9 937.418 22.466 217.000 79.50 0.00 17.95 1803.5 935.044 22.483 217.000 79.50 0.00 17.91 1801.1 932.672 22.500 217.000 79.50 0.00 17.87 1798.6 930.304 22.516 217.000 78.99 0.00 17.82 1796.2 927.939 22.533 217.000 78.99 0.00 17.78 1793.8 925.577 22.550 217.000 78.99 0.00 17.74 1791.4 923.219 22.566 217.000 78.99 0.00 17.70 1788.9 920.863 22.583 217.000 78.99 0.00 17.66 1786.5 918.511 22.600 217.000 78.48 0.00 17.62 1784.1 916.162 ' 22.616 217.000 78.48 0.00 17.57 1781.7 913.816 911.473 22.633 217.000 78.48 0.00 17.53 1779.3 22.650 217.000 78.48 0.00 17.49 1776.9 909.134 22.666 217.000 78.48 0.00 17.45 1774.5 906.798 22.683 217.000 77.99 0.00 17.41 1772.1 904.464 22.700 217.000 77.99 0.00 17.37 1769.6 902.134 I 22.716 217.000 77.99 0.00 17.32 1767.0 899.808 22.733 217.000 77.99 0.00 17.28 1764.4 897.485 22.750 217.000 77.99 0.00 17.24 1761.8 895.165 22.766 217.000 77.50 0.00 17.20 1759.1 892.849 22.783 217.000 77.50 0.00 17.16 1756.5 890.536 22.800 217.000 77.50 0.00 17.11 1753.9 888.227 22.816 217.000 77.50 0.00 17.07 1751.3 885.922 22.833 217.000 77.50 0.00 17.03 1748.7 883.620 Y: \899 \190 \Staff \Bi11F \520 \OPTJ.FLD . . Page 74 of 91 Ir ed: 6/18/2003 12:02 PM 22.850 217.000 77.02 0.00 16.99 1746.1 881.321 22.866 217.000 77.02 0.00 16.95 1743.5 879.026 22.883 217.000 77.02 0.00 16.90 1740.9 876.734 22.900 217.000 77.02 0.00 16.86 1738.3 874.445 22.916 217.000 77.02 0.00 16.82 1735.7 872.161 22.933 217.000 76.55 0.00 16.78 1733.2 869.879 22.950 217.000 76.55 0.00 16.74 1730.6 867.601 i 22.966 217.000 76.55 0.00 16.70 1728.0 865.326 - 22.983 217.000 76.55 0.00 16.66 1725.4 863.055 23.000 217.000 76.55 0.00 16.61 1722.9 860.787 i 23.016 217.000 76.09 0.00 16.57 1720.3 858.522 23.033 217.000 76.09 0.00 16.53 1717.8 856.261 23.050 217.000 76.09 0.00 16.49 1715.2 854.003 23.066 217.000 76.09 0.00 16.45 1712.6 851.749 23.083 217.000 76.09 0.00 16.41 1710.1 849.499 I 23.100 217.000 75.64 0.00 16.37 1707.6 847.251 23.116 217.000 75.64 0.00 16.33 1705.0 845.006 23.133 217.000 75.64 0.00 16.29 1702.5 842.766 23.150 217.000 75.64 0.00 16.25 1700.0 840.528 23.166 217.000 75.64 0.00 16.21 1697.4 838.294 23.183 217.000 75.20 0.00 16.16 1694.9 836.063 23.200 217.000 75.20 0.00 16.12 1692.4 833.836 831.612 23.216 217.000 75.20 0.00 16.08 1689.9 23.233 217.000 75.20 0.00 16.04 1687.4 829.391 23.250 217.000 75.20 0.00 16.00 1684.8 827.174 23.266 217.000 74.76 0.00 15.96 1682.3 824.960 23.283 217.000 74.76 0.00 15.92 1679.8 822.749 23.300 217.000 74.76 0.00 15.88 1677.3 820.541 818.337 23.316 217.000 74.76 0.00 15.84 1674.9 23.333 217.000 74.76 0.00 15.80 1672.4 816.137 23.350 217.000 74.34 0.00 15.76 1669.9 813.939 23.366 217.000 74.34 0.00 15.72 1667.4 811.745 ' 23.383 217.000 74.34 0.00 15.68 1664.9 809.554 23.400 217.000 74.34 0.00 15.64 1662.4 807.367 805.182 23.416 217.000 74.34 0.00 15.60 1660.0 23.433 217.000 73.92 0.00 15.56 1657.5 803.001 23.450 217.000 73.92 0.00 15.52 1655.0 800.823 23.466 217.000 73.92 0.00 15.48 1652.6 798.649 23.483 217.000 73.92 0.00 15.45 1650.1 796.478 23.500 217.000 73.92 0.00 15.41 1647.7 794.310 23.516 217.000 73.50 0.00 15.37 1644.9 792.146 23.533 217.000 73.50 0.00 15.33 1641.8 789.985 23.550 217.000 73.50 0.00 15.29 1638.7 787.829 23.566 217.000 73.50 0.00 15.25 1635.6 785.678 I 23.583 217.000 73.50 0.00 15.21 1632.4 783.530 781.387 23.600 217.000 73.10 0.00 15.17 1629.3 23.616 217.000 73.10 0.00 15.13 1626.2 779.248 23.633 217.000 73.10 0.00 15.09 1623.1 777.113 23.650 217.000 73.10 0.00 15.05 1620.0 774.982 23.666 217.000 73.10 0.00 15.01 1616.9 772.855 ' 23.683 217.000 72.70 0.00 14.97 1613.8 770.733 23.700 217.000 72.70 0.00 14.93 1610.8 768.614 23.716 217.000 72.70 0.00 14.90 1607.7 766.500 23.733 217.000 72.70 0.00 14.86 1604.6 764.390 23.750 217.000 72.70 0.00 14.82 1601.5 762.284 23.766 217.000 72.31 0.00 14.78 1598.5 760.182 I 23.783 217.000 72.31 0.00 14.74 1595.4 758.084 23.800 217.000 72.31 0.00 14.70 1592.4 755.990 23.816 217.000 72.31 0.00 14.66 1589.4 753.900 23.833 217.000 72.31 0.00 14.63 1586.3 751.815 23.850 217.000 71.92 0.00 14.59 1583.3 749.733 23.866 217.000 71.92 0.00 14.55 1580.3 747.656 I 23.883 217.000 71.92 0.00 14.51 1577.3 745.582 23.900 217.000 71.92 0.00 14.47 1574.2 743.513 23.916 217.000 71.92 0.00 14.44 1571.2 741.448 23.933 217.000 71.54 0.00 14.40 1568.2 739.386 23.950 217.000 71.54 0.00 14.36 1565.2 737.329 23.966 217.000 71.54 0.00 14.32 1562.3 735.275 I 23.983 217.000 71.54 0.00 14.28 1559.3 733.226 24.000 217.000 71.54 0.00 14.25 1556.3 731.181 24.016 217.000 70.12 0.00 14.21 1553.3 729.138 24.033 217.000 70.12 0.00 14.17 1550.4 727.099 24.050 217.000 70.12 0.00 14.14 1547.4 725.064 24.066 217.000 70.12 0.00 14.10 1544.5 723.033 24.083 217.000 70.12 0.00 14.06 1541.5 721.007 24.100 217.000 65.54 0.00 14.02 1538.6 718.978 24.116 217.000 65.54 0.00 13.99 1535.6 716.953 24.133 217.000 65.54 0.00 13.95 1532.7 714.932 24.150 217.000 65.54 0.00 13.91 1529.7 712.915 i 24.166 217.000 65.54 0.00 13.88 1526.8 710.902 24.183 217.000 55.71 0.00 13.84 1523.9 708.880 24.200 217.000 55.71 0.00 13.80 1521.0 706.862 24.216 217.000 55.71 0.00 13.76 1518.0 704.848 24.233 217.000 55.71 0.00 13.73 1515.1 702.837 24.250 217.000 55.71 0.00 13.69 1512.2 700.831 ' 24.266 217.000 42.82 0.00 13.65 1509.3 698.811 696.795 24.283 217.000 42.82 0.00 13.62 1506.3 24.300 217.000 42.82 0.00 13.58 1503.4 694.784 24.316 217.000 42.82 0.00 13.54 1500.5 692.776 24.333 217.000 42.82 0.00 13.51 1497.6 690 24.350 217.000 37.83 0.00 13.47 149 4.6 688.752 ' 686.735 24.366 217.000 27.83 0.00 13.43 1491.7 24.383 217.000 27.83 0.00 13.39 1488.7 684.723 24.400 217.000 27.83 0.00 13.36 1485.5 682.715 24.416 217.000 27.83 0.00 13.32 1482.1 680.712 7 ..J 24.433 217.000 16.05 0.00 13.28 1478.7 678.697 24.450 217.000 16.05 0.00 13.24 1475.2 676.688 24.466 217.000 16.05 0.00 13.21 1471.8 674.682 24.483 217.000 16.05 0.00 13.17 1468.4 672.682 Y: \8991190 \Staff \Bi11F \s20 \OPTJ.FLD It ed: 6/18/2003 12:02 PM Page 75 of 91 24.500 217.000 16.05 0.00 13.13 1464.9 670.686 24.516 217.000 8.89 0.00 13.10 1461.5 668.685 24.533 217.000 8.89 0.00 13.06 1458.1 666.689 24.550 217.000 8.89 0.00 13.02 1454.7 664.698 24.566 217.000 8.89 0.00 12.98 1451.3 662.711 24.583 217.000 8.89 0.00 12.95 1447.9 660.729 ' i 24.600 217.000 4.88 0.00 12.91 1444.5 658.746 ____i 24.616 217.000 4.88 0.00 12.87 1441.1 656.768 24.633 217.000 4.88 0.00 12.84 1437.7 654.794 i 24.650 217.000 4.88 0.00 12.80 1434.3 652.825 24.666 217.000 4.88 0.00 12.76 1431.0 650.861 24.683 217.000 2.57 0.00 12.73 1427.6 648.898 24.700 217.000 2.57 0.00 12.69 1424.3 646.940 24.716 217.000 2.57 0.00 12.65 1420.9 644.986 24.733 217.000 2.57 0.00 12.62 1417.6 643.037 24.750 217.000 2.57 0.00 12.58 1414.2 641.093 24.766 217.000 1.40 0.00 12.54 1410.9 639.151 24.783 217.000 1.40 0.00 12.51 1407.6 637.214 24.800 217.000 1.40 0.00 12.47 1404.3 635.282 24.816 217.000 1.40 0.00 12.43 1401.0 633.354 24.833 217.000 1.40 0.00 12.40 1397.7 631.431 24.850 217.000 1.01 0.00 12.36 1394.4 629.511 24.866 217.000 1.01 0.00 12.33 1391.1 627.596 24.883 217.000 1.01 0.00 12.29 1387.9 625.686 24.900 217.000 1.01 0.00 12.26 1384.6 623.780 24.916 217.000 1.01 0.00 12 1381.3 621.879 24.933 24.950 217.000 0.67 0.00 12.18 1378.1 619.982 217.000 0.67 0.00 12.15 1374.8 618.089 24.966 217.000 0.67 0.00 12.11 1371.6 616.201 24.983 217.000 0.67 0.00 12.08 1368.4 614.317 25.000 217.000 0.67 0.00 12.04 1365.2 612.438 25.016 217.000 0.34 0.00 12.01 1361.9 610.562 i 25.033 217.000 0.34 0.00 11.97 1358.7 608.691 25.050 217.000 0.34 0.00 11.94 1355.5 606.824 25.066 217.000 0.34 0.00 11.90 1352.4 604.962 25.083 217.000 0.34 0.00 11.87 1349.2 603.104 25.100 217.000 0.01 0.00 11.83 1346.0 601.250 25:116 217.000 0.01 0.00 11.80 1342.8 599.401 Cil 25.133 217.000 0.01 0.00 11.77 1339.7 597.555 25.150 217.000 0.01 0.00 11.73 1336.5 595.714 25.166 217.000 0.01 0.00 11.70 1333.4 593.878 25.183 217.000 0.00 0.00 11.66 1330.2 592.046 25.200 217.000 0.00 0.00 11.63 1327.1 590.218 25.216 217.000 0.00. 0.00 11.59 1324.0 588.394 25.233 217.000 0.00 0.00 11.56 1320.8 586.575 25.250 217.000 0.00 0.00 11.53 1317.7 584.760 25.266 217.000 0.00 0.00 11.49 1314.6 582.949 25.283 217.000 0.00 0.00 11.46 1311.5 581.142 25.300 217.000 0.00 0.00 11.43 1308.5 579.340 25.316 217.000 0.00 0.00 11.39 1305.3 577.542 I 25.333 217.000 0.00 0.00 11.36 1302.0 575.749 25.350 217.000 0.00 0.00 11.32 1298.4 573.960 25.366 217.000 0.00 0.00 11.29 1294.9 572.177 25.383 217.000 0.00 0.00 11.26 1291.4 570.398 25.400 217.000 0.00 0.00 11.22 1287.9 568.624 25.416 217.000 0.00 0.00 11.19 1284.4 566.855 i 25.433 217.000 0.00 0.00 11.15 1281.0 565.090 25.450 217.000 0.00 0.00 11.12 1277.5 563.331 25.466 217.000 0.00 0.00 11.09 1274.0 561.576 25.483 217.000 0.00 0.00 11.05 1270.6 559.826 25.500 217.000 0.00 0.00 11.02 1267.1 558.080 25.516 217.000 0.00 0.00 10.99 1263.7 556.340 25.533 217.000 0.00 0.00 10.95 1260.3 554.604 25.550 217.000 0.00 0.00 10.92 1256.9 552.872 25.566 217.000 0.00 0.00 10.89 1253.5 551.146 1...! 25.583 217.000 0.00 0.00 10.86 1250.1 549.424 • 25.600 217.000 0.00 0.00 10.82 1246.7 547.707 25.616 217.000 0.00 0.00 10.79 1243.3 545.994 i 25.633 217.000 0.00 0.00 10.76 1240.0 544.286 25.650 217.000 0.00 0.00 10.73 1236.6 542.583 25.666 217.000 0.00 0.00 10.69 1233.3 540.884 25.683 217.000 0.00 0.00 10.66 1229.9 539.190 25.700 217.000 0.00 0.00 10.63 1226.6 537.500 25.716 25.733 217.000 0.00 0.00 10.60 1223.3 535.816 217.000 0.00 0.00 10.56 1220.0 534.135 25.750 217.000 0.00 0.00 10.53 1216.7 532.459 25.766 217.000 0.00 0.00 10.50 1213.4 530.788 25.783 217.000 0.00 0.00 10.47 1210.1 529.121 25.800 217.000 0.00 0.00 10.44 1206.8 527.459 25.816 217.000 0.00 0.00 10.41 1203.6 525.801 25.833 217.000 0.00 0.00 10.37 1200.3 524.148 25.850 217.000 0.00 0.00 10.34 1197.0 522.499 25.866 217.000 0.00 0.00 10.31 1193.8 520.855 25.883 217.000 0.00 0.00 10.28 1190.6 519.215 25.900 217.000 0.00 0.00 10.25 1187.4 517.579 II 25.916 217.000 0.00 0.00 10.22 1184.1 515.948 25.933 217.000 0.00 0.00 10.19 1180.9 514.322 25.950 217.000 0.00 0.00 10.16 1177.7 512.699 25.966 217.000 0.00 0.00 10.13 1174.6 511.081 25.983 217.000 0.00 0.00 10.09 1171.4 509.468 26.000 217.000 0.00 0.00 10.06 1168.2 507.859 i 26.016 217.000 0.00 0.00 10.03 1165.0 506.254 26.033 217.000 0.00 0.00 10.00 1161.9 504.654 26.050 217.000 0.00 0.00 9.97 1158.7 503.058 26.066 217.000 0.00 0.00 9.94 1155.6 501.466 J 26.083 217.000 0.00 0.00 9.91 1152.5 499.879 26.100 217.000 0.00 0.00 9.88 1149.4 498.295 26.116 217.000 0.00 0.00 9.85 1146.3 496.716 26.133 217.000 0.00 0.00 9.82 1143.2 495.142 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD 1 I d: 6/18/2003 12:02 PM Page 76 of 91 26.150 217.000 0.00 0.00 9.79 1140.1 493.572 25.166 217.000 0.00 0.00 9.76 1137.0 492.006 26.183 217.000 0.00 0.00 9.73 1133.9 490.444 II 26.200 217.000 0.00 0.00 9.70 1130.8 488.886 26.216 217.000 0.00 0.00 9.67 1127.8 487.333 26.233 217.000 0.00 0.00 9.64 1124.7 485.783 - 26.250 217.000 0.00 0.00 9.61 1121.7 484.238 J 26.266 217.000 0.00 0.00 9.58 1118.6 482.698 26.283 217.000 0.00 0.00 9.56 1115.6 481.161 II 26.300 217.000 0.00 0.00 9.53 1112.6 479.628 26.316 217.000 0.00 0.00 9.50 1109.6 478.100 26.333 217.000 0.00 0.00 9.47 1106.6 476.576 26.350 217.000 0.00 0.00 9.44 1103.6 475.056 26.366 217.000 0.00 0.00 9.41 1100.6 473.540 26.383 217.000 0.00 0.00 9.38 1097.3 472.028 II 26.400 217.000 0.00 0.00 9.35 1093.6 470.522 26.416 217.000 0.00 0.00 9.32 1089.8 469.021 26.433 217.000 0.00 0.00 9.29 1086.0 467.525 26.450 217.000 0.00 0.00 9.27 1082.2 466.034 26.466 217.000 0.00 0.00 9.24 1078.4 464.549 II 26.483 217.000 0.00 0.00 9.21 1074.6 463.069 26.500 217.000 0.00 0.00 9.18 1070.9 461.594 26.516 217.000 0.00 0.00 9.15 1067.1 460.124 26.533 217.000 0.00 0.00 9.12 1063.4 458.659 26.550 217.000 0.00 0.00 9.10 1059.7 457.199 26.566 217.000 0.00 0.00 9.07 1056.0 455.745 II 26.583 217.000 0.00 0.00 9.04 1052.3 454.296 26.600 217.000 0.00 0.00 9.01 1048.6 452.851 26.616 217.000 0.00 0.00 8.98 1044.9 451.412 26.633 217.000 0.00 0.00 8.96 1041.3 449.978 26.650 217.000 0.00 0.00 8.93 1037.6 448.549 26.666 217.000 0.00 0.00 8.90 1034.0 447.124 II 26.683 217.000 0.00 0.00 8.88 1030.4 445.705 26.700 217.000 0.00 0.00 8.85 1026.8 444.291 26.716 217.000 0.00 0.00 8.82 1023.2 442.882 26.733 217.000 0.00 0.00 8.79 1019.6 441.477 :I 26.750 217.000 0.00 0.00 8.77 1016.0 440.078 26.766 217.000 0.00 0.00 8.74 1012.5 438.683 C' 26.783 217.000 0.00 0.00 8.71 1008.9 437.293 26.800 217.000 0.00 0.00 8.69 1005.4 435.909 26.816 217.000 0.00 0.00 8.66 1001.9 434.529 26.833 217.000 0.00 0.00 8.63 998.4 433.153 26.850 217.000 0.00 0.00 8.61 994.9 431.783 26.866 217.000 0.00 0.00 8.58 991.4 430.418 II 26.883 217.000 0.00 0.00 8.55 987.9 429.057 26.900 217.000 0.00 0.00 8.53 984.4 427.701 26.916 217.000 0.00 0.00 8.50 981.0 426.350 26.933 217.000 0.00 0.00 8.48 977.6 425.003 26.950 217.000 0.00 0.00 8.45 974.1 423.661 26.966 217.000 0.00 0.00 8.43 970.7 422.324 II 26.983 217.000 0.00 0.00 8.40 967.3 420.992 27.000 217.000 0.00 0.00 8.37 962.2 419:666 27.016 217.000 0.00 0.00 8.35 955.4 418.350 27.033 217.000 0.00 0.00 8.32 948.7 417.044 27.050 217.000 0.00 0.00 8.30 942.0 415.746 U 27.066 217.000 0.00 0.00 8.28 935.4 414.458 27.083 217.000 0.00 0.00 8.25 928.8 413.179 27.100 217.000 0.00 0.00 8.23 922.2 411.908 27.116 217.000 0.00 0.00 8.20 915.7 410.647 27.133 217.000 0.00 0.00 8.18 909.3 409.395 27.150 217.000 0.00 0.00 8.15 902.8 408.151 27.166 217.000 0.00 0.00 8.13 896.5 406.916 II 27.183 217.000 0.00 0.00 8.11 890.2 405.690 27.200 217.000 0.00 0.00 8.08 883.9 404.473 27.216 217.000 0.00 0.00 8.06 877.7 403.264 27.233 217.000 0.00 0.00 8.04 871.5 402.063 27.250 217.000 0.00 0.00 8.02 865.3 400.871 II 27.266 217.000 0.00 0.00 7.99 859.2 399.688 27.283 217.000 0.00 0.00 7.97 853.2 398.513 27.300 217.000 0.00 0.00 7.95 847.1 397.346 27.316 217.000 0.00 0.00 7.93 841.2 396.187 27.333 217.000 0.00 0.00 7.90 835.2 395.037 27.350 217.000 0.00 0.00 7.88 829.4 393.894 II 27.366 217.000 0.00 0.00 7.86 823.5 392.760 27.383 217.000 0.00 0.00 7.84 817.7 391.634 27.400 217.000 0.00 0.00 7.82 811.9 390.515 27.416 217.000 0.00 0.00 7.80 806.2 389.405 27.433 217.000 0.00 0.00 7.78 800.5 388.302 27.450 217.000 0.00 0.00 7.75 796.5 387.205 II 27.466 217.000 0.00 0.00 7.73 794.9 386.110 27.483 217.000 0.00 0.00 7.71 793.8 385.017 27.500 217.000 0.00 0.00 7.69 792.8 383.925 27.516 217.000 0.00 0.00 7.67 791.7 382.834 27.533 217.000 0.00 0.00 7.65 790.7 381.745 27.550 217.000 0.00 0.00 7.62 789.6 380.658 II 27.566 217.000 0.00 0.00 7.60 788.6 379.571 27.583 217.000 0.00 0.00 7.58 787.6 378.486 27.600 217.000 0.00 0.00 7.56 786.5 377.403 27.616 217.000 0.00 0.00 7.54 785.5 376.321 27.633 217.000 0.00 0.00 7.52 784.5 375.241 II 27.650 217.000 0.00 0.00 7.50 783.4 374.161 27.666 217.000 0.00 0.00 7.48 782.4 373.084 27.683 217.000 0.00 0.00 7.45 781.4 372.008 27.700 217.000 0.00 0.00 7.43 780.3 370.933 . 27.716 217.000 0.00 0.00 7.41 779.3 369.859 ...i 27.733 217.000 0.00 0.00 7.39 778.3 368.787 I 27.750 217.000 0.00 0.00 7.37 777.3 367.717 27.766 217.000 0.00 0.00 7.35 776.3 366.647 27.783 217.000 0.00 0.00 7.33 775.2 365.580 Y: \B99 \190 \Staff \Bi11F \s \OPTJ.FLD 1 Ilh d: 6/18/2003 12:02 PM Page 77 of 91 27.800 217.000 0.00 0.00 7.31 774.2 364.513 27.816 217.000 0.00 0.00 7.29 773.2 363.448 ' 27.833 217.000 0.00 0.00 7.26 772.2 362.385 II 27.850 217.000 0.00 0.00 7.24 771.2 361.322 27.866 217.000 0.00 0.00 7.22 770.1 360.262 27.883 217.000 0.00 0.00 7.20 769.1 359.202 27.900 217.000 0.00 0.00 7.18 768.1 358.144 1, 27.916 217.000 0.00 0.00 7.16 767.1 357.087 -- 27.933 217.000 0.00 0.00 7.14 766.1 356.032 II 27.950 217.000 0.00 0.00 7.12 765.1 354.978 764.1 353.926 27.966 217.000 0.00 0.00 7.10 27.983 217.000 0.00 0.00 7.08 763.1 352.875 28.000 217.000 0.00 0.00 7.06 762.1 351.825 28.016 217.000 0.00 0.00 7.03 761.1 350.777 28.033 217.000 0.00 0.00 7.01 760.1 349.730 II 28.050 217.000 0.00 0.00 6.99 759.1 348.684 28.066 217.000 0.00 0.00 6.97 758.1 347.640 28.083 217.000 0.00 0.00 6.95 757.1 346.597 28.100 217.000 0.00 0.00 6.93 756.1 345.556 28.116 217.000 0.00 0.00 6.91 755.1 344.516 II 28.133 217.000 0.00 0.00 6.89 754.1 343.477 28.150 217.000 0.00 0.00 6.87 753.1 342.440 28.166 217.000 0.00 0.00 6.85 752.1 341.404 28.183 217.000 0.00 0.00 6.83 751.1 340.369 28.200 217.000 0.00 0.00 6.81 750.1 339.336 28.216 217.000 0.00 0.00 6.79 749.2 338.304 I 28.233 217.000 0.00 0.00 6.77 748.2 337.273 28.250 217.000 0.00 0.00 6.75 747.2 336.244 28.266 217.000 0.00 0.00 6.73 746.2 335.216 28.283 217.000 0.00 0.00 6.71 745.2 334.190 28.300 217.000 0.00 0.00 6.69 744.2 333.165 28.316 217.000 0.00 0.00 6.67 743.3 332.141 II 28.333 217.000 0.00 0.00 6.65 742.3 331.119 28.350 217.000 0.00 0.00 6.63 741.3 330.098 28.366 217.000 0.00 0.00 6.61 740.3 329.078 28.383 217.000 0.00 0.00 6.59 739.4 328.059 j 28.400 217.000 0.00 0.00 6.57 738.4 327.042 J 28.416 217.000. 0.00 0.00 6.55 737.4 326.027 11 28.433 217.000 0.00 0.00 6.53 736.5 325.012 28.450 217.000 0.00 0.00 6.51 735.5 323.999 28.466 217.000 0.00 0.00 6.49 734.5 322.987 28.483 217.000 0.00 0.00 6.47 733.5 321.977 28.500 217.000 0.00 0.00 6.45 732.6 320.968 28.516 217.000 0.00 0.00 6.43 731.6 319.960 II 28.533 217.000 0.00 0.00 6.41 730.7 318.954 28.550 217.000 0.00 0.00 6.39 729.7 317.949 28.566 217.000 0.00 0.00 6.37 728.7 316.945 28.583 217.000 0.00 0.00 6.35 727.8 315.942 28.600 217.000 0.00 0.00 6.33 726.8 314.941 28.616 217.000 0.00 0.00 6.31 725.9 313.941 II 28.633 217.000 0.00 0.00 6.29 724.9 312.943 28.650 217.000 0.00 0.00 6.27 724.0 311.946 28.666 217.000 0.00 0.00 6.25 723.0 310.950 28.683 217.000 0.00 0.00 6.23 722.1 309.955 28.700 217.000 0.00 0.00 6.21 721.1 308.962 28.716 217.000 0.00 0.00 6.19 720.2 307.970 II 28.733 217.000 0.00 0.00 6.17 719.2 306.979 28.750 217.000 0.00 0.00 6.15 718.3 305.990 28.766 217.000 0.00 0.00 6.13 717.3 305.002 '28.783 217.000 0.00 0.00 6.11 716.4 304.015 28.800 217.000 0.00 0.00 6.09 715.4 303.030 I 28.8 217.000 0.00 0.00 6.07 714.5 302.046 28.833 217.000 0.00 0.00 6.05 713.6 301.063 28.850 217.000 0.00 0.00 6.03 712.6 300.085 28.866 217.000 0.00 0.00 6.01 711.7 299.101 28.883 217.000 0.00 0.00 5.99 710.7 298.122 -- 28.900 217.000 0.00 0.00 5.98 709.8 297.144 II 28.916 217.000 0.00 0.00 5.96 708.9 296.168 28.933 217.000 0.00 0.00 5.94 707.9 295.193 28.950 217.000 0.00 0.00 5.92 707.0 294.219 28.966 217.000 0.00 0.00 5.90 706.1 293.246 28.983 217.000 0.00 0.00 5.88 705.2 292.275 29.000 217.000 0.00 0.00 5.86 704.2 291.305 I 29.016 217.000 0.00 0.00 5.84 703.3 290.336 29.033 217.000 0.00 0.00 5.82 702.4 289.369 29.050 217.000 0.00 0.00 5.80 701.5 288.403 • 29.066 217.000 0.00 0.00 5.78 700.5 287.438 29.083 217.000 0.00 0.00 5.76 699.6 286.474 29.100 217.000 0.00 0.00 5.75 698.7 285.512 II 29.116 217.000 0.00 0.00 5.73 697.8 284.551 696.9 283.591 29.133 217.000 0.00 0.00 5.71 29.150 217.000 0.00 0.00 5.69 695.9 282.632 29.166 217.000 0.00 0.00 5.67 695.0 281.675 29.183 217.000 0.00 0.00 5.65 694.1 280.719 29.200 217.000 0.00 0.00 5.63 693.2 279.764 II 29.216 217.000 0.00 0.00 5.61 692.3 278.811 29.233 217.000 0.00 0.00 5.59 691.4 277.858 29.250 217.000 0.00 0.00 5.58 690.5 276.907 29.266 217.000 0.00 0.00 5.56 689.6 275.957 29.283 217.000 0.00 0.00 5.54 688.6 275.009 II 29.300 29.316 217.000 0.00 0.00 5.52 687.7 274.062 217.000 0.00 0.00 5.50 686.8 273.115 29.333 217.000 0.00 0.00 5.48 685.9 272.171 29.350 217.000 0.00 0.00 5.46 685.0 271.227 29.366 217.000 0.00 0.00 5.45 684.1 270.285 29.383 217.000 0.00 0.00 5.43 683.2 269.344 II 29.400 217.000 0.00 0.00 5.41 682.3 268.404 29.416 217.000 0.00 0.00 5.39 681.4 267.465 29.433 217.000 0.00 0.00 5.37 680.5 266.528 , Y: \899 \190 \Staff \Bi11F \5 \OPTJ.FLD II I d: 6/18/2003 12:02 PM Page 78 of 91 29.450 217.000 0.00 0.00 5.35 679.5 265.592 29.466 217.000 0.00 0.00 5.34 678.6 264.657 29.483 217.000 0.00 0.00 5.32 677.6 263.724 I 29.500 217.000 0.00 0.00 5.30 676.6 262.792 29.516 217.000 0.00 0.00 5.28 675.7 261.861 29.533 217.000 0.00 0.00 5.27 674.7 260.932 29.550 217.000 0.00 0.00 5.25 673.8 260.004 29.566 217.000 0.00 0.00 5.23 672.8 259.077 I 29.583 217.000 0.00 0.00 5.21 671.9 258.152 29.600 217.000 0.00 0.00 5.20 670.9 257.227 29.616 217.000 0.00 0.00 5.18 670.0 256.305 29.633 217.000 0.00 0.00 5.16 669.0 255.383 29.650 217.000 0.00 0.00 5.14 668.1 254.463 29.666 217.000 0.00 0.00 5.13 667.2 253.544 I 29.683 217.000 0.00 0.00 5.11 666.2 252.626 29.700 217.000 0.00 0.00 5.09 665.3 251.710 29.716 217.000 0.00 0.00 5.08 664.3 250.795 29.733 217.000 0.00 0.00 5.06 663.4 249.881 29.750 217.000 0.00 0.00 5.04 662.5 248.969 29.766 217.000 0.00 0.00 5.02 661.5 248.057 I 29.783 217.000 0.00 0.00 5.01 660.6 247.147 29.800 217.000 0.00 0.00- 4.99 659.7 246.239 29.816 217.000 0.00 0.00 4.97 658.7 245.331 29.833 217.000 0.00 0.00 4.96 657.8 244.425 29.850 217.000 0.00 0.00 4.94 656.9 243.521 29.866 217.000 0.00 0.00 4.92 656.0 242.617 ' 29.883 217.000 0.00 0.00 4.90 655.0 241.715 29.900 217.000 0.00 0.00 4.89 654.1 240.814 29.916 217.000 0.00 0.00 4.87 653.2 239.914 29.933 217.000 0.00 0.00 4.85 652.3 239.016 29.950 217.000 0.00 0.00 4.84 651.3 238.119 29.966 217.000 0.00 0.00 4.82 650.4 - 237.223 I 29.983 217.000 0.00 0.00 4.80 649.5 236.328 30.000 217.000 0.00 0.00 4.79 648.6 235.435 30.016 217.000 0.00 0.00 4.77 647.7 234.543 30.033 217.000 0.00 0.00 4.75 646.8 233.652 iJ 30.050 217.000 0.00 0.00 4.74 645.8 232.762 _' 30.066 217.000 0.00 0.00 4.72 644.9 231.874 30.083 217.000 0.00 0.00 4.70 644.0 230.987 30.100 217.000 0.00 0.00 4.68 643.1 230.101 30.116 217.000 0.00 0.00 4.67 642.2 229.216 30.133 217.000 0.00 0.00 4.65 641.3 228.333 30.150 217.000 0.00 0.00 4.63 640.4 227.451 30.166 217.000 0.00 0.00 4.62 639.5 226.570 I 30.183 217.000 0.00 0.00 4.60 638.6 225.690 637.7 224.812 30.200 217.000 0.00 0.00 4.59 30.216 217.000 0.00 0.00 4.57 636.8 223.935 30.233 217.000 0.00 0.00 4.55 635.9 223.059 30.250 217.000 0.00 0.00 4.54 635.0 222.184 30.266 217.000 0.00 0.00 4.52 634.1 221.311 30.283 217.000 0.00 0.00 4.50 633.2 220.439 30.300 217.000 0.00 0.00 4.49 632.3 219.568 30.316 217.000 0.00 0.00 4.47 631.4 218.698 30.333 217.000 0.00 0.00 4.45 630.5 217.830 30.350 217.000 0.00 0.00 4.44 629.6 216.962 I 30.366 217.000 0.00 0.00 4.42 628.8 216.096 30.383 217.000 0.00 0.00 4.40 627.9 215.231 30.400 217.000 0.00 0.00 4.39 626.8 214.368 30.416 217.000 0.00 0.00 4.37 625.5 213.506 30.433 217.000 0.00 0.00 4.35 624.1 212.647 30.450 217.000 0.00 0.00 4.33 622.8 211.789 I 30.466 217.000 0.00 0.00 4.32 621.4 210.933 30.483 217.000 0.00 0.00 4.30 620.0 210.079 30.500 217.000 0.00 0.00 4.28 618.7 209.227 30.516 217.000 0.00 0.00 4.26 617.3 208.377 30.533 217.000 0.00 0.00 4.25 616.0 207.528 30.550 217.000 0.00 0.00 4.23 614:6 206.682 30.566 217.000 0.00 0.00 4.21 613.3 205.837 30.583 217.000 0.00 0.00 4.20 611.9 204.994 30.600 217.000 0.00 0.00 4.18 610.6 204.153 30.616 217.000 0.00 0.00 4.16 609.2 203.314 30.633 217.000 0.00 0.00 4.14 607.9 202.477 30.650 217.000 0.00 0.00 4.13 606.6 201.641 I 30.666 217.000 0.00 0.00 4.11 605.2 200.808 30.683 217.000 0.00 0.00 4.09 603. 199.976 30.700 217.000 0.00 0.00 4.08 602.6 199.146 30.716 217.000 0.00 0.00 4.06 601.2 198.318 30.733 217.000 0.00 0.00 4.04 599.9 197.491 I 30.750 217.000 0.00 0.00 4.03 598.6 196.667 30.766 217.000 0.00 0.00 4.01 597.3 195.844 3.99 596.0 195.023 30.783 217.000 0.00 0.00 30.800 217.000 0.00 0.00 3.98 594.7 194.204 30.816 217.000 0.00 0.00 3.96 593.4 193.387 30.833 217.000 0.00 0.00 3.94 592.1 192.571 I 30.850 217.000 0.00 0.00 3.93 590.8 191.757 30.866 217.000 0.00 0.00 3.91 589.5 190.945 30.883 217.000 0.00 0.00 3.89 588.2 190.135 30.900 217.000 0.00 0.00 3.88 586.9 189.327 30.916 217.000 0.00 0.00 3.86 585.6 188.520 30.933 217.000 0.00 0.00 3.84 584.3 187.715 I 30.950 217.000 0.00 0.00 3.83 583.0 186.912 30.966 217.000 0.00 0.00 3.81 581.8 186.111 30.983 217.000 0.00 0.00 3.79 580.5 185.311 31.000 217.000 0.00 0.00 3.78 579.2 184.514 1 31.016 217.000 0.00 0.00 3.76 577.9 183.718 31.033 217.000 0.00 0.00 3.75 576.7 182.923 I 31.050 217.000 0.00 0.00 3.73 575.4 182.131 31.066 217.000 0.00 0.00 3.71 574.1 181.340 31.083 217.000 0.00 0.00 3.70 572.9 180.551 - Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD IF ed: 6/18/2003 12:02 PM Page 79 of 91 31.100 217.000 0.00 0.00 3.68 571.6 179.763 31.116 217.000 0.00 0.00 3.66 570.4 178.978 31.133 217.000 0.00 0.00 3.65 569.1 178.194 I 31.150 217.000 0.00 0.00 3.63 567.9 177.412 31.166 217.000 0.00 0.00 3.62 566.6 176.631 31.183 217.000 0.00 0.00 3.60 565.4 175.852 31.200 217.000 0.00 0.00 3.59 564.1 175.075 31.216 217.000 0.00 0.00 3.57 562.9 174.300 31.233 217.000 0.00 0.00 3.55 561.7 173.526 I 31.250 217.000 0.00 0.00 3.54 560.4 172.755 171.984 31.266 217.000 0.00 0.00 3.52 559.2 31.283 217.000 0.00 0.00 3.51 558.0 171.216 31.300 217.000 0.00 0.00 3.49 556.8 170.449 31.316 217.000 0.00 0.00 3.48 555.5 169.684 31.333 217.000 0.00 0.00 3.46 554.3 168.920 II 31.350 217.000 0.00 0.00 3.44 553.1 168.158 31.366 217.000 0.00 0.00 3.43 551.9 167.398 31.383 217.000 0.00 0.00 3.41 550.7 166.640 31.400 217.000 0.00 0.00 3.40 549.5 165.883 31.416 217.000 0.00 0.00 3.38 548.3 165.128 II 31.433 217.000 0.00 0.00 3.37 547.1 164.374 31.450 217.000 0.00 0.00 3.35 545.9 163.622 162.872 31.466 217.000 0.00 0.00 3.34 544.7 31.483 217.000 0.00 0.00 3.32 543.5 162.123 31.500 217.000 0.00 0.00 3.31 542.3 161.377 31.516 217.000 0.00 0.00 3.29 541.1 160.631 I 31.533 217.000 0.00 0.00 3.28 539.9 159.888 31.550 217.000 0.00 0.00 3.26 538.7 159.146 31.566 217.000 0.00 0.00 3.25 537.5 158.405 31.583 217.000 0.00 0.00 3.23 536.3 157.666 31.600 217.000 0.00 0.00 3.21 535.2 156.929 31.616 217.000 0.00 0.00 3.20 534.0 156.194 II 31.633 217.000 0.00 0.00 3.18 532.8 155.460 154.728 31.650 217.000 0.00 0.00 3.17 531.7 31.666 217.000 0.00 0.00 3.16 530.5 153.997 31.683 217.000 0.00 0.00 3.14 529.3 153.268 31.700 217.000 0.00 0.00 3.13 528.2 152.540 31.716 217.000 0.00 0.00 3.11 527.0 151.814 31.733 217.000 0.00 0.00 3.10 525.8 151.090 31.750 217.000 0.00 0.00 3.08 524.7 150.367 31.766 217.000 0.00 0.00 3.07 523.5 149.646 31.783 217.000 0.00 0.00 3.05 522.4 148.927 31.800 217.000 0.00 0.00 3.04 521.2 148.209 31.816 217.000 0.00 0.00 3.02 520.1 147.492 II 31.833 217.000 0.00 0.00 3.01 519.0 146.777 31.850 217.000 0.00 0.00 2.99 517.8 146.064 31.866 217.000 0.00 0.00 2.98 516.7 145.353 31.883 217.000 0.00 0.00 2.96 515.6 144.642 31.900 217.000 0.00 0.00 2.95 514.4 143.934 31.916 217.000 0.00 0.00 2.94 513.3 143.227 II 31.933 217.000 0.00 0.00 2.92 512.2 142.521 31.950 217.000 0.00 0.00 2.91 511.0 141.817 31.966 217.000 0.00 0.00 2.89 509.9 141.115 31.983 217.000 0.00 0.00 2.88 508.8 140.414 32.000 217.000 0.00 0.00 2.86 507.7 139.715 II 32.016 217.000 0.00 0.00 2.85 506.6 139.017 32.033 217.000 0.00 0.00 2.84 505.5 138.321 137.626 32.050 217.000 0.00 0.00 2.82 504.3 32.066 217.000 0.00 0.00 2.81 503.2 136.933 32.083 217.000 0.00 0.00 2.79 502.1 136.241 32.100 217.000 0.00 0.00 2.78 501.0 135.551 32.116 217.000 0.00 0.00 2.76 499.9 134.863 32.133 217.000 0.00 0.00 2.75 498.8 134.176 32.150 217.000 0.00 0.00 2.74 497.7 133.490 32.166 217.000 0.00 0.00 2.72 496.7 132.806 32.183 217.000 0.00 0.00 2.71 495.6 132.123 32.200 217.000 0.00 0.00 2.69 494.5 131.442 32.216 217.000 0.00 0.00 2.68 493.4 130.763 32.233 217.000 0.00 0.00 2.67 492.3 130.085 32.250 217.000 0.00 0.00 2.65 491.2 129.408 32.266 217.000 0.00 0.00 2.64 490.1 128.733 32.283 217.000 0.00 0.00 2.63 489.1 128.059 32.300 217.000 0.00 0.00 2.61 488.0 127.387 I 32.316 217.000 0.00 0.00 2.60 486.9 126.716 126.047 32.333 217.000 0.00 0.00 2.58 485.9 32.350 217.000 0.00 0.00 2.57 484.8 125.379 32.366 217.000 0.00 0.00 2.56 483.7 124.713 32.383 217.000 0.00 0.00 2.54 482.7 124.048 32.400 217.000 0.00 0.00 2.53 481.6 123.385 II 32.416 217.000 0.00 0.00 2.52 480.6 122.723 32.433 217.000 0.00 0.00 2.50 479.5 122.062 32.450 217.000 0.00 0.00 2.49 478.4 121.403 32.466 217.000 0.00 0.00 2.48 477.4 120.746 32.483 217.000 0.00 0.00 2.46 476.4 120.090 32.500 217.000 0.00 0.00 2.45 475.3 119.435 II 32.516 217.000 0.00 0.00 2.44 474.3 118.782 32.533 217.000 0.00 0.00 2.42 473.2 118.130 32.550 217.000 0.00 0.00 2.41 472.2 117.479 32.566 217.000 0.00 0.00 2.40 471.1 116.831 32.583 217.000 0.00 0.00 2.38 470.0 116.183 II 32.600 217.000 0.00 0.00 2.37 468.8 115.537 32.616 217.000 0.00 0.00 2.36 467.7 114.893 114.251 32.633 217.000 0.00 0.00 2.34 466.5 32.650 217.000 0.00 0.00 2.33 465.3 113.610 1 32.666 217.000 0.00 0.00 2.32 464.2 112.970 i 32.683 217.000 0.00 0.00 2.30 463.0 112.333 II 32.700 217.000 0.00 0.00 2.29 461.8 111.697 111.062 32.716 217.000 0.00 0.00 2.28 460.7 32.733 217.000 0.00 0.00 2.26 459.5 110.429 Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD II I ved: 6/18/2003 12:02 PM Page 80 of 91 32.750 217.000 0.00 0.00 2.25 458.4 109.798 32.766 217.000 0.00 0.00 2.24 457.2 109.168 32.783 217.000 0.00 0.00 2.23 456.1 108.540 II 32.800 217.000 0.00 0.00 2.21 454.9 107.913 32.816 217.000 0.00 0.00 2.20 453.8 107.288 32.833 217.000 0.00 0.00 2.19 452.7 106.665 32.850 217.000 0.00 0.00 2.17 451.5 106.043 1 32.866 217.000 0.00 0.00 2.16 450.4 105.422 32.883 217.000 0.00 0.00 2.15 449.3 104.803 I 32.900 217.000 0.00 0.00 2.14 448.1 104.186 32.916 217.000 0.00 0.00 2.12 447.0 103.570 32.933 217.000 0.00 0.00 2.11 445.9 102.956 32.950 217.000 0.00 0.00 2.10 444.8 102.344 32.966 217.000 0.00 0.00 2.09 443.7 101.732 32.983 217.000 0.00 0.00 2.07 442.6 101.123 II 33.000 217.000 0.00 0.00 2.06 441.5 100.515 33.016 217.000 0.00 0.00 2.05 440.4 99.908 33.033 217.000 0.00 0.00 2.04 439.3 99.303 33.050 217.000 0.00 0.00 2.02 438.2 98.700 33.066 217.000 0.00 0.00 2.01 437.1 98.098 I 33.083 217.000 0.00 0.00 2.00 436.0 97.497 33.100 217.000 0.00 0.00 1.99 434.9 96.898 96.301 33.116 217.000 0.00 0.00 1.97 433.8 33.133 217.000 0.00 0.00 1.96 432.7 95.705 33.150 217.000 0.00 0.00 1.95 431.6 95.110 33.166 217.000 0.00 0.00 1.94 430.5 94.517 33.183 217.000 0.00 0.00 1.92 429.5 93.926 33.200 217.000 0.00 0.00 1.91 428.4 93.335 92.747 33.216 217.000 0.00 0.00 1.90 427.3 33.233 217.000 0.00 0.00 1.89 426.2 92.160 33.250 217.000 0.00 0.00 1.88 425.2 91.574 33.266 217.000 0.00 0.00 1.86 424.1 90.990 II 33.283 217.000 0.00 0.00 1.85 423.0 90.407 89.826 33.300 217.000 0.00 0.00 1.84 422.0 33.316 217.000 0.00 0.00 1.83 420.9 89.246 33.333 217.000 0.00 0.00 1.82 419.9 88.668 33.350 217.000 0.00 0.00 1.80 418.8 88.091 33.366 217.000 0.00 0.00 1.79 417.8 87.516 33.383 217.000 0.00 0.00 1.78 416.7 86.942 33.400 217.000 0.00 0.00 1.77 415.7 86.369 33.416 217.000 0.00 0.00 1.76 414.7 85.798 33.433 217.000 0.00 0.00 1.74 413.6 85.228 33.450 217.000 0.00 0.00 1.73 412.6 84.660 II 33.466 217.000 0.00 0.00 1.72 411.5 84.093 33.483 217.000 0.00 0.00 1.71 410.5 83.527 33.500 217.000 0.00 0.00 1.70 409.5 82.963 33.516 217.000 0.00 0.00 1.69 408.5 82.401 33.533 217.000 0.00 0.00 1.68 407.4 81.840 33.550 217.000 0.00 0.00 1.66 406.4 81.280 33.566 217.000 0.00 0.00 1.65 405.4 80.721 II 33.583 217.000 0.00 0.00 1.64 404.4 80.164 33.600 217.000 0.00 0.00 1.63 403.4 79.609 33.616 217.000 0.00 0.00 1.62 402.4 79.055 33.633 217.000 0.00 0.00 1.61 401.4 78.502 33.650 217.000 0.00 0.00 1.59 400.4 77.950 II 33.666 217.000 0.00 0.00 1.58 399.4 77.400 33.683 217.000 0.00 0.00 1.57 398.4 76.851 76.304 33.700 217.000 0.00 0.00 1.56 397.4 33.716 217.000 0.00 0.00 1.55 396.4 75.758 33.733 217.000 0.00 0.00 1.54 395.4 75.214 33.750 217.000 0.00 0.00 1.53 394.4 74.670 II 33.766 217.000 0.00 0.00 1.52 393.4 74.129 33.783 217.000 0.00 0.00 1.50 392.4 73.588 73.049 33.800 217.000 0.00 0.00 1.49 391.4 33.816 217.000 0.00 0.00 1.48 390.4 72.511 33.833 217.000 0.00 0.00 1.47 389.5 71.975 33.850 217.000 0.00 0.00 1.46 388.5 71.439 I 33.866 217.000 0.00 0.00 1.45 387.5 70.906 33.883 217.000 0.00 0.00 1.44 386.6 70.373 69.842 33.900 217.000 0.00 0.00 1.43 385.6 33.916 217.000 0.00 0.00 1.42 384.6 69.312 33.933 217.000 0.00 0.00 1.41 383.7 68.784 33.950 217.000 0.00 0.00 1.39 382.7 68.257 II 33.966 217.000 0.00 0.00 1.38 381.7 67.731 33.983 217.000 0.00 0.00 1.37 380.8 67.207 34.000 217.000 0.00 0.00 1.36 379.8 66.683 34.016 217.000 0.00 0.00 1.35 378.9 66.161 34.033 217.000 0.00 0.00 1.34 377.9 65.641 34.050 217.000 0.00 0.00 1.33 377.0 65.122 I 34.066 217.000 0.00 0.00 1.32 376.0 64.604 64.087 34.083 217.000 0.00 0.00 1.31 375.1 34.100 217.000 0.00 0.00 1.30 374.2 63.572 34.116 217.000 0.00 0.00 1.29 373.2 63.058 34.133 217.000 0.00 0.00 1.28 372.3 62.545 II 34.150 217.000 0.00 0.00 1.27 371.4 62.033 34.166 217.000 0.00 0.00 1.26 370.4 61.523 61.014 34.183 217.000 0.00 0.00 1.25 369.5 34.200 217.000 0.00 0.00 1.24 368.6 60.506 34.216 217.000 0.00 0.00 1.22 367.7 60.000 34.233 217.000 0.00 0.00 1.21 366.7 59.495 II 34.250 217.000 0.00 0.00 1.20 365.8 58.991 34.266 217.000 0.00 0.00 1.19 364.9 58.488 57.987 34.283 217.000 0.00 0.00 1.18 364.0 34.300 217.000 0.00 0.00 1.17 363.1 57.487 34.316 217.000 0.00 0.00 1.16 362.2 56.988 34.333 217.000 0.00 0.00 1.15 361.3 56.490 II 34.350 217.000 0.00 0.00 1.14 360.4 55.994 55.499 34.366 217.000 0.00 0.00 1.13 359.5 34.383 217.000 0.00 0.00 1.12 358.6 55.005 . Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD ;r Page 81 of 91 II d: 6/18/2003 12:02 PM 34.400 217.000 0.00 0.00 1.11 357.7 54.512 34.416 217.000 0.00 0.00 1.10 356.8 54.021 34.433 217.000 0.00 0.00 1.09 355.9 53.531 II 34.450 217.000 0.00 0.00 1.08 355.0 53.042 52.554 34.466 217.000 0.00 0.00 1.07 354.1 34.483 217.000 0.00 0.00 1.06 353.2 52.068 - i 34.500 217.000 0.00 0.00 1.05 352.3 51.582 34.516 217.000 0.00 0.00 1.04 351.4 51.098 _y 34.533 217.000 0.00 0.00 1.03 350.6 50.615 I 34.550 217.000 0.00 0.00 1.02 349.7 50.134 49.653 34.566 217.000 0.00 0.00 1.01 348.8 34.583 217.000 0.00 0.00 1.00 347.9 49.174 34.600 217.000 0.00 0.00 0.99 347.1 48.696 34.616 217.000 0.00 0.00 0.98 346.2 48.219 II 34.633 217.000 0.00 0.00 0.97 345.3 47.743 34.650 217.000 0.00 0.00 0.96 344.5 47.269 46.796 34.666 217.000 0.00 0.00 0.95 343.6 34.683 217.000 0.00 0.00 0.94 342.7 46.324 34.700 217.000 0.00 0.00 0.93 341.9 45.853 34.716 217.000 0.00 0.00 0.92 341.0 45.383 34.733 217.000 0.00 0.00 0.91 340.2 44.914 II 34.750 217.000 0.00 0.00 0.90 339.3 44.447 34.766 217.000 0.00 0.00 0.89 338.5 43.981 34.783 217.000 0.00 0.00 0.88 337.6 43.516 34.800 217.000 0.00 0.00 0.88 336.8 43.052 34.816 217.000 0.00 0.00 0.87 335.9 42.589 34.833 217.000 0.00 0.00 0.86 335.1 42.128 41.667 34.850 217.000 0.00 0.00 0.85 334.3 34.866 217.000 0.00 0.00 0.84 333.4 41.208 34.883 217.000 0.00 0.00 0.83 332.6 40.750 34.900 217.000 0.00 0.00 0.82 331.8 40.293 34.916 217.000 0.00 0.00 0.81 330.9 39.837 II 34.933 217.000 0.00 0.00 0.80 330.1 39.382 38.929 34.950 217.000 0.00 0.00 0.79 329.3 34.966 217.000 0.00 0.00 0.78 328.4 38.476 34.983 217.000 0.00 0.00 0.77 327.6 38.025 11 35.000 217.000 0.00 0.00 0.76 326.8 37.575 35.016 217.000 0.00 0.00 • 0.75 326.0 37.126 35.033 217.000 0.00 0.00 0.74 325.2 36.678 35.050 217.000 0.00 0.00 0.73 324.4 36.231 35.066 217.000 0.00 0.00 0.73 323.5 35.786 35.083 217.000 0.00 0.00 0.72 322.7 35.341 35.100 217.000 0.00 0.00 0.71 321.9 34.898 35.116 217.000 0.00 0.00 0.70 321.1 34.455 II 35.133 217.000 0.00 0.00 0.69 320.3 34.014 33.574 35.150 217.000 0.00 0.00 0.68 319.5 35.166 217.000 0.00 0.00 0.67 318.7 33.135 35.183 217.000 0.00 0.00 0.66 317.9 32.697 35.200 217.000 0.00 0.00 0.65 317.1 32.260 35.216 217.000 0.00 0.00 0.64 316.3 31.825 I 35.233 217.000 0.00 0.00 0.63 315.5 31.390 30.956 35.250 217.000 0.00 0.00 0.63 314.7 35.266 217.000 0.00 0.00 0.62 314.0 30.524 35.283 217.000 0.00 0.00 0.61 313.2 30.093 35.300 217.000 0.00 0.00 0.60 312.4 29.662 II 35.316 217.000 0.00 0.00 0.59 311.6 29.233 35.333 217.000 0.00 0.00 0.58 310.8 28.805 28.378 35.350 217.000 0.00 0.00 0.57 310.1 35.366 217.000 0.00 0.00 0.56 309.3 27.952 35.383 217.000 0.00 0.00 0.56 308.5 27.527 35.400 217.000 0.00 0.00 0.55 307.7 27.103 35.416 217.000 0.00 0.00 0.54 307.0 26.680 II 35.433 217.000 0.00 0.00 0.53 306.2 26.258 25.838 35.450 217.000 0.00 0.00 0.52 305.4 _ 35.466 217.000 0.00 0.00 0.51 304.7 25.418 35.483 217.000 0.00 0.00 0.50 303.9 25.000 w..4 35.500 217.000 0.00 0.00 0.49 303.1 24.582 1 35.516 217.000 0.00 0.00 0.49 302.4 24.166 23.750 35.533 217.000 0.00 0.00 0.48 301.6 35.550 217.000 0.00 0.00 0.47 300.9 23.336 35.566 217.000 0.00 0.00 0.46 300.1 22.922 35.583 217.000 0.00 0.00 0.45 299.4 22.510 35.600 217.000 0.00 0.00 0.44 298.6 22.099 II 35.616 217.000 0.00 0.00 0.43 297.9 21.688 35.633 217.000 0.00 0.00 0.43 297.1 21.279 35.650 217.000 0.00 0.00 0.42 296.4 20.871 35.666 217.000 0.00 0.00 0.41 295.6 20.464 35.683 217.000 0.00 0.00 0.40 294.9 20.057 35.700 217.000 0.00 0.00 0.39 291.9 19.655 II 35.716 217.000 0.00 0.00 0.39 286.4 19.261 18.874 35.733 217.000 0.00 0.00 0.38 280.7 35.750 217.000 0.00 0.00 0.37 275.1 18.495 35.766 217.000 0.00 0.00 0.36 269.5 18.124 35.783 217.000 0.00 0.00 0.36 264.1 17.760 35.800 217.000 0.00 0.00 0.35 258.8 17.404 U 35.816 217.000 0.00 0.00 0.34 253.6 17.054 16.712 35.833 217.000 0.00 0.00 0.33 248.5 35.850 217.000 0.00 0.00 0.33 243.5 16.377 35.866 217.000 0.00 0.00 0.32 238.7 16.048 35.883 217.000 0.00 0.00 0.31 233.9 15.726 35.900 217.000 0.00 0.00 0.31 229.2 15.410 15.101 I 35.916 217.000' 0.00 0.00 0.30 224.6 35.933 217.000 0.00 0.00 0.30 220.1 14.798 35.950 217.000 0.00 0.00 0.29 215.6 14.501 -1 35.966 217.000 0.00 0.00 0.28 211.3 14.209 35.983 217.000 0.00 0.00 0.28 207.1 13.924 i 36.000 217.000 0.00 0.00 0.27 202.9 13.645 13.371 36.016 217.000 0.00 0.00 0.27 198.8 36.033 217.000 0.00 0.00 0.26 194.9 13.102 . Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD II ved: 6/18/2003 12:02 PM Page 82 of 91 36.050 217.000 0.00 0.00 0.26 190.9 12.839 36.066 217.000 0.00 0.00 0.25 187.1 12.582 36.083 217.000 0.00 0.00 0.25 183.4 12.329 U 36.100 217.000 0.00 0.00 0.24 179.7 12.082 11.839 36.116 217.000 0.00 0.00 0.24 176.1 36.133 217.000 0.00 0.00 0.23 172.5 11.601 36.150 217.000 0.00 0.00 0.23 169.1 11.369 36.166 217.000 0.00 0.00 0.22 165.7 11.140 , 36.183 217.000 0.00 0.00 0.22 162.4 10.917 i 36.200 217.000 0.00 0.00 0.21 159.1 10.698 10.483 36.216 217.000 0.00 0.00 0.21 155.9 36.233 217.000 0.00 0.00 0.21 152.8 10.272 36.250 217.000 0.00 0.00 0.20 149.7 10.066 36.266 217.000 0.00 0.00 0.20 146.7 9.864 II 36.283 217.000 0.00 0.00 0.19 143.8 9.666 36.300 217.000 0.00 0.00 0.19 140.9 9.472 9.282 36.316 217.000 0.00 0.00 0.19 138.0 36.333 217.000 0.00 0.00 0.18 135.3 9.096 36.350 217.000 0.00 0.00 0.18 132.6 8.913 36.366 217.000 0.00 0.00 0.17 129.9 8.734 I 36.383 217.000 0.00 0.00 0.17 127.3 8.559 8.387 36.400 217.000 0.00 0.00 0.17 124.7 36.416 217.000 0.00 0.00 0.16 122.2 8.219 36.433 217.000 0.00 0.00 0.16 119.8 8.054 36.450 217.000 0.00 0.00 0.16 117.4 7.892 36.466 217.000 0.00 0.00 0.15 115.0 7.734 `' 36.483 217.000 0.00 0.00 0.15 112.7 7.578 7.426 36.500 217.000 0.00 0.00 0.15 110.4 36.516 217.000 0.00 0.00 0.15 108.2 7.277 36.533 217.000 0.00 0.00 0.14 106.1 7.131 36.550 217.000 0.00 0.00 0.14 103.9 6.988 36.566 217.000 0.00 0.00 0.14 101.8 6.848 36.583 217.000 0.00 0.00 0.13 99.8 6.710 36.600 217.000 0.00 0.00 0.13 97.8 6.576 36.616 217.000 0.00 0.00 0.13 95.8 6.444 36.633 217.000 0.00 0.00 0.13 93.9 6.314 36.650 217.000 0.00 0.00 0.12 92.0 6.187 36.666 217.000 0.00 0.00 0.12 90.2 6.063 36.683 217.000 0.00 0.00 0.12 88.4 5.942 36.700 217.000 0.00 0.00 0.12 86.6 5.822 36.716 217.000 0.00 0.00 0.11 84.8 5.705 36.733 217.000 0.00 0.00 0.11 83.1 5.591 36.750 217.000 0.00 0.00 0.11 81.5 5.479 II 36.766 217.000 0.00 0.00 0.11 79.8 5.369 36.783 217.000 0.00 0.00 0.11 78.2 5.261 36.800 217.000 0.00 0.00 0.10 76.7 5.155 36.816 217.000 0.00 0.00 0.10 75.1 5.052 36.833 217.000 0.00 0.00 0.10 73.6 4.950 36.850 217.000 0.00 0.00 0.10 72.1 4.851 II 36.866 217.000 0.00 0.00 0.10 70.7 4.754 36.883 217.000 0.00 0.00 0.09 69.3 4.658 4.565 36.900 217.000 0.00 0.00 0.09 67.9 36.916 217.000 0.00 0.00 0.09 66.5 4.473 36.933 217.000 0.00 0.00 0.09 65.2 4.383 36.950 217.000 0.00 0.00 0.09 63.9 4.295 II 36.966 217.000 0.00 0.00 0.08 62.6 4.209 36.983 217.000 0.00 0.00 0.08 61.3 4.125 4.042 37.000 217.000 0.00 0.00 0.08 60.1 37.016 217.000 0.00 0.00 0.08 58.9 3.961 37.033 217.000 0.00 0.00 0.08 57.7 3.881 37.050 217.000 0.00 0.00 0.08 56.6 3.803 II 37.066 217.000 0.00 0.00 0.07 55.4 3.727 3.652 37.083 217.000 0.00 0.00 0.07 54.3 37.100 217.000 0.00 0.00 0.07 53.2 3.579 37.116 217.000 0.00 0.00 0.07 52.2 3.507 37.133 217.000 0.00 0.00 0.07 51.1 3.437 37.150 217.000 0.00 0.00 0.07 50.1 3.368 1 37.166 217.000 0.00 0.00 0.07 49.1 3.300 3.234 37.183 217.000 0.00 0.00 0.06 48.1 37.200 217.000 0.00 0.00 0.06 47.1 3.169 37.216 217.000 0.00 0.00 0.06 46.2 3.105 37.233 217.000 0.00 0.00 0.06 45.3 3.043 37.250 217.000 0.00 0.00 0.06 44.3 2.982 37.266 217.000 0.00 0.00 0.06 43.5 2.922 37.283 217.000 0.00 0.00 0.06 42.6 2.863 37.300 217.000 0.00 0.00 0.06 41.7 2.806 37.316 217.000 0.00 0.00 0.05 40.9 2.750 37.333 217.000 0.00 0.00 0.05 40.1 2.694 37.350 217.000 0.00 0.00 0.05 39.3 2.640 II 37.366 217.000 0.00 0.00 0.05 38.5 2.587 2.535 37.383 217.000 0.00 0.00 0.05 37.7 37.400 217.000 0.00 0.00 0.05 36.9 2.484 37.416 217.000 0.00 0.00 0.05 36.2 2.435 37.433 217.000 0.00 0.00 0.05 35.5 2.386 i 37.450 217.000 0.00 0.00 0.05 34.8 2.338 37.466 217.000 0.00 0.00 0.05 34.1 2.291 2.245 37.483 217.000 0.00 0.00 0.04 33.4 37.500 217.000 0.00 0.00 0.04 32.7 2.200 37.516 217.000 0.00 0.00 0.04 32.1 2.156 37.533 217.000 0.00 0.00 0.04 31.4 2.112 i 37.550 217.000 0.00 0.00 0.04 30.8 2.070 2.028 37.566 217.000 0.00 0.00 0.04 30.2 37.583 217.000 0.00 0.00 0.04 29.6 1.988 37.600 217.000 0.00 0.00 0.04 29.0 1.948 1 37.616 217.000 0.00 0.00 0.04 28.4 1.909 37.633 217.000 0.00 0.00 0.04 27.8 1.870 II 37.650 217.000 0.00 0.00 0.04 27.3 1.833 1.796 37.666 217.000 0.00 0.00 0.04 26.7 37.683 217.000 0.00 0.00 0.04 26.2 1.760 -. Y: \B99 \190 \Staff \Bi11F \5 \OPTJ.FLD I ved: 6/18/2003 12:02 PM I Page 83 of 91 37.700 217.000 0.00 0.00 0.03 25.6 1.725 37.716 217.000 0.00 0.00 0.03 25.1 1.690 II 37.733 217.000 0.00 0.00 0.03 24.6 1.656 37.750 217.000 0.00 0.00 0.03 24.1 1.623 37.766 217.000 0.00 0.00 0.03 23.7 1.590 37.783 217.000 0.00 0.00 0.03 23.2 1.558 j 37.800 217.000 0.00 0.00 0.03 22.7 1.527 _-7 37.816 217.000 0.00 0.00 0.03 22.3 1.496 II 37.833 217.000 0.00 0.00 0.03 21.8 1.466 37.850 217.000 0.00 0.00 0.03 21.4 1.437 37.866 217.000 0.00 0.00 0.03 20.9 1.408 37.883 217.000 0.00 0.00 0.03 20.5 1.380 37.900 217.000 0.00 0.00 0.03 20.1 1.352 37.916 217.000 0.00 0.00 0.03 19.7 1.325 II 37.933 217.000 0.00 0.00 0.03 19.3 1.298 1.272 37.950 217.000 0.00 0.00 0.03 18.9 37.966 217.000 0.00 0.00 0.02 18.5 1.247 37.983 217.000 0.00 0.00 0.02 18.2 1.222 38.000 217.000 0.00 0.00 0.02 17.8 1.197 38.016 217.000 0.00 0.00 0.02 17.4 1.173 II 38.033 217.000 0.00 0.00 0.02 17.1 1.150 1.127 38.050 217.000 0.00 0.00 0.02 16.8 38.066 217.000 0.00 0.00 0.02 16.4 1.104 38.083 217.000 0.00 0.00 0.02 16.1 1.082 38.100 217.000 0.00 0.00 0.02 15.8 1.060 • 38.116 217.000 0.00 0.00 0.02 15.4 1.039 38.133 217.000 0.00 0.00 0.02 15.1 1.018 38.150 217.000 0.00 0.00 0.02 14.8 0.998 38.166 217.000 0.00 0.00 0.02 14.5 0.978 38.183 217.000 0.00 0.00 0.02 14.2 0.958 38.200 217.000 0.00 0.00 0.02 14.0 0.939 II 38.216 217.000 0.00 0.00 0.02 13.7 0.920 38.233 217.000 0.00 0.00 0.02 13.4 0.901 0.883 38.250 217.000 0.00 0.00 0.02 13.1 38.266 217.000 0.00 0.00 0.02 12.9 0.866 38.283 217.000 0.00 0.00 0.02 12.6 0.848 38.300 217.000 0.00 0.00 0.02 12.4 0.831 ill 38.316 217.000 0.00 0.00 0.02 12.1 0.814 38.333 217.000 0.00 0.00 0.02 11.9 0.798 38.350 217.000 0.00 0.00 0.02 11.6 0.782 38.366 217.000 0.00 0.00 0.02 11.4 0.766 38.383 217.000 • 0.00 0.00 0.02 11.2 0.751 38.400 217.000 0.00 0.00 0.01 10.9 0.736 II 38.416 217.000 0.00 0.00 0.01 10.7 0.721 38.433 217.000 0.00 0.00 0.01 10.5 0.707 0.692 38.450 217.000 0.00 0.00 0.01 10.3 38.466 217.000 0.00 0.00 0.01 10.1 0.679 38.483 217.000 0.00 0.00 0.01 9.9 0.665 38.500 217.000 0.00 0.00 0.01 9.7 0.652 • I 38.516 217.000 0.00 0.00 0.01 9.5 0.639 0.626 38.533 217.000 0.00 0.00 0.01 9.3 38.550 217.000 0.00 0.00 0.01 9.1 0.613 38.566 217.000 0.00 0.00 0.01 8.9 0.601 38.583 217.000 0.00 0.00 0.01 8.8 0.589 38.600 217.000 0.00 0.00 0.01 8.6 0.577 II 38.616 217.000 0.00 0.00 0.01 8.4 0.565 0.554 38.633 217.000 0.00 0.00 0.01 8.2 38.650 217.000 0.00 0.00 0.01 8.1 0.543 38.666 217.000 0.00. 0.00 0.01 7.9 0.532 38.683 217.000 0.00 0.00 0.01 7.8 0.521 38.700 217.000 0.00 0.00 0.01 7.6 0.511 II 38.716 217.000 0.00 0.00 0.01 7.4 0.501 0.491 38.733 217.000 0.00 0.00 0.01 7.3 38.750 217.000 0.00 0.00 0.01 7.1 0.481 38.766 217.000 0.00 0.00 0.01 7.0 0.471 38.783 217.000 0.00 0.00 0.01 6.9 0.462 38.800 217.000 0.00 0.00 0.01 6.7 0.452 II 38.816 217.000 0.00 0.00 0.01 6.6 0.443 38.833 217.000 0.00 0.00 0.01 6.5 0.434 38.850 217.000 0.00 0.00 0.01 6.3 0.426 38.866 217.000 0.00 0.00 0.01 6.2 0.417 38.883 217.000 0.00 0.00 0.01 6.1 0.409 38.900 217.000 0.00 0.00 0.01 6.0 0.401 1 II 38.916 217.000 0.00 0.00 0.01 5.8 0.392 38.933 217.000 0.00 0.00 0.01 5.7 0.385 38.950 217.000 0.00 0.00 0.01 5.6 0.377 38.966 217.000 0.00 0.00 0.01 5.5 0.369 38.983 217.000 0.00 0.00 0.01 5.4 0.362 II 39.000 217.000 0.00 0.00 0.01 5.3 0.355 0.348 39.016 217.000 0.00 0.00 0.01 5.2 39.033 217.000 0.00 0.00 0.01 5.1 0.341 39.050 217.000 0.00 0.00 0.01 5.0 0.334 39.066 217.000 0.00 0.00 0.01 4.9 0.327 39.083 217.000 0.00 0.00 0.01 4.8 0.320 II 39.100 217.000 0.00 0.00 0.01 4.7 0.314 0.308 39.116 217.000 0.00 0.00 0.01 4.6 39.133 217.000 0.00 0.00 0.01 4.5 0.302 39.150 217.000 0.00 0.00 0.01 4.4 0.295 39.166 217.000 0.00 0.00 0.01 4.3 0.290 39.183 217.000 0.00 0.00 0.01 4.2 0.284 II 39.200 217.000 0.00 0.00 0.01 4.1 0.278 0.272 39.216 217.000 0.00 0.00 0.01 4.1 39.233 217.000 0.00 0.00 0.01 4.0 0.267 39.250 217.000 0.00 0.00 0.01 3.9 0.262 39.266 217.000 0.00 0.00 0.01 3.8 0.256 II 39.283 217.000 0.00 0.00 0.01 3.7 0.251 39.300 217.000 0.00 0.00 0.00 3.7 0.246 0.241 39.316 217.000 0.00 0.00 0.00 3.6 39.333 217.000 0.00 0.00 0.00 3.5 0.236 11 ' Y: \B99 \190 \Staff \Bil1F \s20 \OPTJ.FLD 'ved: 6/18/2003 12:02 PM Page 84 of 91 39.350 217.000 0.00 0.00 0.00 3.4 0. 39.366 217.000 0.00 0.00 0.00 3.4 0.227 II 39.383 217.000 0.00 0.00 0.00 3.3 0.222 39.400 217.000 0.00 0.00 0.00 3.2 0.218 0.214 39.416 217.000 0.00 0.00 0.00 3.2 39.433 217.000 0.00 0.00 0.00 3.1 0.209 39.450 217.000 0.00 0.00 0.00 3.1 0.205 - --) 39.466 217.000 0.00 0.00 0.00 3.0 0.201 II 39.483 217.000 0.00 0.00 0.00 2.9 0.197 39.500 217.000 0.00 0.00 0.00 2.9 0.193 39.516 217.000 0.00 0.00 0.00 2.8 0.189 39.533 217.000 0.00 0.00 0.00 2.8 0.185 39.550 217.000 0.00 0.00 0.00 2.7 0.182 39.566 217.000 0.00 0.00 0.00 2.6 0.178 II 39.583 217.000 0.00 0.00 0.00 2.6 0.174 0.171 39.600 217.000 0.00 0.00 0.00 2.5 39.616 217.000 0.00 0.00 0.00 2.5 0.167 39.633 217.000 0.00 0.00 0.00 2.4 0.164 39.650 217.000 0.00 0.00 0.00 2.4 0.161 39.666 217.000 0.00 0.00 0.00 2.3 0.158 II 39.683 217.000 0.00 0.00 0.00 2.3 0.154 0.151 39.700 217.000 0.00 0.00 0.00 2.3 39.716 217.000 0.00 0.00 0.00 2.2 0.148 39.733 217.000 0.00 0.00 0.00 2.2 0.145 39.750 217.000 0.00 0.00 0.00 2.1 0.142 39.766 217.000 0.00 0.00 0.00 2.1 0.140 39.783 217.000 0.00 0.00 0.00 2.0 0.137 39.800 217.000 0.00 0.00 0.00 2.0 0.134 39.816 217.000 0.00 0.00 0.00 2.0 0.131 39.833 217.000 0.00 0.00 0.00 1.9 0.129 39.850 217.000 0.00 0.00 0.00 1.9 0.126 II 39.866 217.000 0.00 0.00 0.00 1.8 0.124 39.883 217.000 0.00 0.00 0.00 1.8 0.121 0.119 39.900 217.000 0.00 0.00 0.00 1.8 39.916 217.000 0.00 0.00 0.00 1.7 0.116 - 1 39.933 217.000 0.00 0.00 0.00 1.7 0.114 ,,,1 39.950 217.000 0.00 0.00 0.00 1.7 0.112 11 39.966 217.000 0.00 0.00 0.00 1.6 0.109 39.983 217.000 0.00 0.00 0.00 1.6 0.107 40.000 217.000 0.00 0.00 0.00 1.6 0.105 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 2336.849 AF II BASIN STORAGE = 217.000 A (WITH 217.001 AF INITIALLY FILLED) OUTFLOW VOLUME = 2336.842 A LOSS VOLUME = 0.000 AF **+***** t**** *********** * *** * * *** *** ** * ***** * * * * * * * * * ** * tit * * * ** * ** * * * * * * * ** II FLOW PRO ESS = FROM = NODE = = 2 = 406.00 = TO = NODE -= 24 - IS = CODE _ ____ ___ ______ 7 >STREAM NUMBER 3 ADDED TO STREAM NUMBER 1««< =========== I * **************************+**** t*t t**** tt ** * * * * + * *t * *t ** **t* * * * * * *** + *t* FLOW PROCESS FROM NODE 2406.00 TO NODE 2406.00 IS CODE = 11 VIEW STREAM NUMBER HYDROGRAPHc « __ == = = = = = ==....”.=======.73.712====. * * =_________________ _______ II STREAM HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) - TIME(HRS) VOLUME(AF) Q(CFS) 0. 3275.0 6550.0 9825.0 13100.0 • 0.083 0.1429 20.75 Q II 0.167 0.9079 111.07 4 • 0.250 3.0330 308.57 Q 0.333 7.2617 614.00 VQ 0.417 14.1434 999.23 V Q . • 0.500 24.0800 1442.79 V Q . ' 0.583 37.3989 1933.91 V 4 0.667 54.2416 2445.56 V Q Q . 0.750 74.3998 2926.96 V 0.833 97.4022 3339.95 V Q 0.917 122.6741 3669.48 V .0 • 1.000 149.7003 3924.20 V .Q . II 1.167 1.083 178.0566 4117.35 V Q 207.4205 4263.63 V . Q 1.250 237.5640 4376.83 V Q 1.333 268.3162 4465.23 V 0 1.417 299.5496 4535.09 V . Q • 1.500 331.1643 4590.46 V . Q - ' 1.583 363.0795 4634.08 V . 4 • 1.667 395.2405 4669.78 V 0 1.750 427.6141 4700.66 V 0 1.833 460.1795 4728.50 V . 4 1.917 492.9240 4754.50 V . Q . 2.000 525.8408 4779.51 .V 4 • II 2.083 558.9261 4803.99 .V Q 2.167 592.1702 4827.05 .V Q 2.250 625.5632 4848.66 .V Q 2.333 659.0989 4869.37 .V . 4 . 2.417 692.7737 4889.59 .V . Q 2.500 726.5871 4909.70 .V Q II 2.583 760.5391 4929.83 .V . 4 2.667 794.6302 4950.02 .V . Q . 2.750 828.8604 4970.23 .V 0 l i Y: \B99 \190 \Staff \Bi11F \5 \OPTJ.FLD II I aved: 6/18/2003 12:02 PM Page 85 of 91 2.833 863.2294 4990.39 .V Q 2.917 897.7366 5010.45 .V Q 3.000 932.3827 5030.60 .V Q 3.083 967.1708 5051.24 .V Q 3.167 1002.1064 5072.64 .V Q • 3.250 1037.1942 5094.74 .V Q 3.333 1072.4375 5117.32 . V Q i 3.417 1107.8381 5140.16 . V Q 3.500 1143.3976 5163.23 . V Q • 3.583 1179.1177 5186.56 . V Q 3.667 1215.0004 5210.17 . V Q • 3.750 1251.0474 5234.02 . V Q . • 3.833 1287.2596 5258.03 . V Q - • 3.917 1323.6379 5282.13 . V Q • . • I 4.000 1360.1826 5306.29 . V Q 4.083 1396.8940 5330.50 . V Q 4.167 1433.7726 5354.76 . V Q 4.250 1470.8185 5379.07 . V Q . 4.333 1508.0322 5403.43 . V Q • . • 4.417 1545.4141 5427.85 . V Q • • I 4.500 1582.9645 5452.32 V Q 4.583 1620.6838 5476.85 Q V 4 .667 1658.5726 5501.45 V . Q 4.750 1696.6312 5526.11 V Q . 4.833 1734.8601 5550.84 . V Q . 4.917 1773.2599 5575.64 V Q 5.000 1811.8311 5600.53 V Q • 5.083 1850.5741 5625.48 V Q • 5.167 1889.4896 5650.53 V Q • 5.250 1928.5781 5675.65 . V Q • . 5.333 1967.8403 5700.87 . V Q . I 5.417 2007.2769 5726.18 V Q • 5.500 2046.8883 5751.59 V Q • 5.583 2086.6760 5777.16 V Q • 5.667 2126.6426 5803.13 V Q 5.750 2166.7925 5829.76 V Q 5.833 2207.1316 5857.22 V Q • 11 5.917 2247.6648 5885.41 V Q . 6.000 2288.3953 5914.07 V Q . 6.083 2329.3.250 5942.99 V Q . 6.167 2370.4548 5972.06 V Q . 6.250 2411.7856 6001.23 . V Q . 6.333 2453.3181 6030.52 . V Q . I 6.417 2495.0530 6059.89 V Q . 6.500 2536.9910 6089.39 V Q . 6.583 2579.1328 6118.98 V Q . 6.667 2621.4792 6148.71 . V Q • 6.750 2664.0313 6178.54 . V . Q . . 6.833 2706.7896 6208.51 . V . Q . . 6.917 2749.7551 6238.61 V Q. 7.000 2792.9290 6268.84 V Q. 7.083 2836.3120 6299.22 V Q. 7.167 2879.9053 6329.74 . V Q. 7.250 2923.7097 6360.41 . V . Q. . 7.333 2967.7266 6391.24 . V Q. I . 7.417 3011.9568 6422.24 V Q. 7.500 3056.4019 6453.41 V Q. 7.583 3101.0627 6484.75 V Q. 7.667 3145.9407 6516.29 . V . Q . 7.750 3191.0371 6548.00 . V . Q. . 7.833 3236.3533 6579.92 . V . Q I . 7.917 3281.8906. 6612.04 V Q . 8.000 3327.6506 6644.37 V Q 8 .083 3373.6348 6676.90 V Q 8.167 3419.8438 6709.55 V Q 8.250 3466.2 771 6742.11 V Q I V 8.333 3512.9326 6774.40 0 8.417 3559.8081 6806.33 V Q 8.500 3606.9023 6838.07 V Q 8 .583 3654.2151 6869.82 V Q 8.667 3701.7478 6901.76 . V . .Q . 8.750 3749.5024 6933.96 . V . .0 - 8.833 3797.4810 6966.48 V .4 8.917 3845.6855 6999.31 V .Q 9.000 3894.1187 7032.48 V .4 9.083 3942.7825 7065.99 V .0 9.167 3991.6794 7099.85 . V . .Q . 9.250 4040.8123 7134.07 . V . .Q • II 9.333 4090.1833 7168.68 V .0 9.417 4139.7954 7203.66 V .Q 9.500 4189.6514 7239.05 V . . Q 9.583 4239.7534 7274.84 V . 0 9.667 4290.1050 7311.07 . V . . Q . 9.750 4340.7090 7347.71 . V . . 0 . I 9.833 4391.5688 7384.83 V . . 0 9.917 4442.6870 7422.39 V . . Q 10.000 4494.0674 7460.44 V . . Q 10.083 4545.7134 7498.97 . V . . 0 . 10.167 4597.6279 7538.02 . V . . Q - 10.250 4649.8154 7577.59 V . . Q I . 10.333 4702.2788 7617.71 V. Q 10.417 4755.0225 7658.38 V. Q 10.500 4808.0503 7699.65 V. Q 10.583 4861.3662 7741.49 . V. . Q . 10.667 4914.9751 7783.98 . V. . 0 • 10.750 4968.8809 7827.09 I V. Q . 10.833 5023.0879 7870.88 • V. Q 10.917 5077.6016 7915.40 V. Q 11.000 5132.4287 7960.88 V. Q Y: \899 \190 \Staff \Bi11F \220 \OPTJ.FLD I aved: 6/18/2003 12:02 PM Page 86 of 91 11.083 5187.5771 8007.56 V. • Q . 11.167 5243.0566 8055.64 . V . Q . I 11.250 5298.8765 8105.04 V -. Q • 11.333 5355.0444 8155.60 V Q 11.417 5411.5674 8207.15 V Q • 11.500 5468.4521 8259.65 V Q • 11.583 5525.7046 8313.05 . V Q 11.667 5583.3315 8367.42 V Q I 11.750 5641.3394 8422.77 . V Q • 11.833 5699.7358 8479.16 V Q • 11.917 5758.5278 8536.62 .V Q • 12.000 5817.7236 8595.22 . .V Q . 12.083 5877.3130 8652.40 . .V Q . 12.167 5937.3281 8714.19 . .V Q . I 12.250 5997.8276 8784.50 .V Q 12.333 6058.9844 8879.98 Q .V • 1 2.417 • 6120.9985 9004.48 .V Q • • 12.500 6184.0649 9157.23 . .V - Q . • 12.583 6248.3394 9332.67 . .V Q • . • II 12.667 6313.6074 9476.89 V • 12.750 6379.6138 9584.11 Q. . V • 12.833 6446.3223 9686.04 . V Q. • 12.917 6513.4766 9750.82 . V Q. • 13.000 6581.0020 9804.69 . . V Q. • 13.083 6648.8691 9854.32 . . V Q • 13.167 6717.0591 9901.18 V Q 13.250 6785.5605 9946.38 V Q 13.333 6854.3647 9990.41 V Q 13.417 6923.4673 10033.66 V Q 13.500 6992.8643 10076.44 . . V Q 13.583 7062.5547 10119.06 . . V Q I 13.667 7132.5415 10162.10 V .Q 13.750 7202.8311 10206.03 V •Q 13.833 7273.4307 10251.09 V .Q 13.917 7344.3501 10297.48 V •Q 14.000 7415.5991 10345.35 V Q 14.083 7487.2031 10396.90 V .Q 111 14.167 7559.2476 10460.85 V Q 14.250 7631.9067 10550.14 . Q V 14.333 7705.0933 10626.66 V . Q 14.417 7778.8750 10713.13 V . Q 14.500 7853.3789 10817.94 . V . Q 14.583 7928.6968 10936.16 . . V . Q I 14.667 8004.8130 11052.04 V 4 14.750 8081.6768 11160.63 V Q 14.833 8159.2119 11258.12 . V Q 14.917 8237.3281 11342.46 . V . Q 15.000 8315.9443 11415.08 . V . Q 15.083 8395.2520 11515.46 . V . Q I Q 15.167 8475.7197 11683.98 V 15.250 8556.9189 11790.08 V Q 15 8638.6953 11873.96 V Q 15.417 8720.9727 11946.68 . V Q • 15.500 8803.6660 12007.13 . V . Q • 15.583 8886.5996 12041.93 . V Q • I 15.667 8969.5654 12046.70 V Q • 15.750 9052.3545 12021.01 V Q 1 5.833 9134.7822 11968.56 V Q • 15.917 9216.7236 11897.88 . V . Q . 16.000 9298.1963 11829.82 . V . Q • I 16.083 9379.4707 11801.05 V Q • 16.167 9461.0615 11846.96 Q V . 16.250 9543.6338 11989.49 V . Q 16.333 9627.8613 12229.81 V . Q • 16.417 9713.9580 12501.27 . V • Q - 16.500 9801.7441 12746.49 . V • Q • 16.583 9890.8389 12936.56 . V • Q. 16.667 9980.6963 13047.26 . V. Q. 16.750 10070.6602 13062.72 . V. Q. 16.833 10160.3096 13017.04 . V. Q. ' 16.917 10249.5430 12956.71 . V. Q. 17.000 10338.5400 12922.42 . V. Q. ' 17.083 10427.4785 12913.89 V Q I 17.167 10516.4805 12923.10 V Q. 17.250 10605.5723 12936.18 V 4• 17.333 10694.6494 12934.05 V Q. 17.417 10783.5820 12912.99 . V Q. 17.500 10872.2354 12872.41 . V Q. 17.583 10960.4980 12815.79 . .V 4. 17.667 11048.3135 12750.85 . .V Q • 17.750 11135.6895 12686.95 . .V Q • 17.833 11222.6611 12628.33 . •V Q . 17.917 11309.2832 12577.47 . .V Q • 18.000 11395.6064 12534.14 . .V Q • 18.083 11481.6738 12497.01 . . V Q 18.167 11567.5059 12462.86 . . V Q • 18.250 11653.1289 12432.46 . . V Q 18.333 11738.5674 12405.61 . • V Q • 18.417 11823.8291 12380.05 . • V Q • I 18.500 11908.9072 12353.32 V Q 18.583 11993.5645 12292.25 Q V 18.667 12077.7266 12220.33 V Q 18.750 12161.4004 12149.40 V Q 18.833 12244.6162 12082.90 . . V Q • i 18.917 12327.4111 12021.87 . . V Q • 19.000 12409.8174 11965.39 V Q • 19.083 12491.8604 11912.71 V Q • 19.167 12573.5645 11863.38 V Q 19.250 12654.9453 11816.53 V Q • Y: \899 \190 \Staff \Bi11F \s20 \OPTJ.FLD iii I e 6/18/2003 12:02 PM Page 87 of 91 19.333 12736.0166 11771.52 . . V Q 19.417 12816.7861 11727.76 . . v Q 19.500 12897.2607 11684.93 v Q 19.583 12977.4463 11642.89 V Q 19.667 13057.3428 11600.95 v 4 19.750 13136.9482 11558.68 __� V Q 19.833 13216.2646 11516.69 . V Q 19.917 13295.2930 11474.97 . v Q I 20.000 13374.0361 11433.51 . v Q 20.083. 13452.4707 11388.69 . v Q 20.167 13530.3887 11313.72 . v Q 20.250 13607.7998 11240.14 . V Q 20.333 13684.7129 11167.78 . V Q 20.417 13761.1367 11096.74 . V Q 20.500 13837.0811 11027.07 V Q 20.583 13912.5674 10960.58 V Q 20.667 13987.6357 10899.90 v Q 20.750 14062.3301 10845.55 . V . Q 20.833 14136.6855 10796.35 . V . Q II 20.917 14210.7246 10750.44 . V • Q 21.000 14284.4600 10706.40 . V • Q 21.083 14357.8994 10663.46 . V • Q 21.167 14431.0488 10621.32 . V • Q 21.250 14503.9121 10579.73 . V • Q 21.333 14576.4619 10534.17 . V • Q - 21.417 14648.6982 10488.77 . V • Q 21.500 14720.6133 10442.07 . V .Q 21.583 14792.1865 10392.43 . V .Q + . 21.667 14863.4229 10343.58 . . V .Q 21.750 14934.3281 10295.50 . V .Q 21.833 15004.9082 10248.16 . V .Q I 21.917 15075.1670 10201.53 . V .Q 22.000 15145.1084 10155.52 . V.Q 22.083 15214.7373 10110.14 . VQ 22.167 15284.0586 10065.40 . VQ •--I 22.250 15353.0752 10021.28 . . VQ 1 22.333 15421.7930 9977.77 . VQ C 22.417 15490.2148 9934.85 . VQ 22.500 15558.3447 9892.49 . VQ 22.583 15626.1865 9850.68 . VQ 22.667 15693.7441 9809.41 . QV 22.750 15761.0186 9768.30 . . QV 22.833 15828.0078 9726.88 . QV 22.917 15894.7148 9685.93 . QV 23.000 15961.1436 9645.47 QV 23.083 16027.2969 9605.49 . QV 23.167 16093.1787 9565.98 . QV 23.250 16158.7910 9526.92 . . QV 23.333 16224.1377 9488.30 . Q .V 23.417 16289.2207 9450.12 Q .V 23.500 16354.0439 9412.35 Q .V 23.583 16418.5977 9373.31 . Q .v 23.667 16482.8730 9332.76 . Q .v 23.750 16546.8711 9292.39 . . 4 .v I 23.833 16610.5918 9252.13 . 4 .V 23.917 16674.0352 9212.02 . 4 .v 24.000 16737.2051 9172.17 . Q • V 24.083 16800.0449 9124.34 . Q • V 24.167 16862.3711 9049.68 . Q • V 24.250 16923.8008 8919.52 . Q • v 24.333 16983.6875 8695.60 . Q • v 24.417 17041.2754 8361.64 4 • V 24.500 17095.8691 7927.06 0 • v 24.583 17146.9668 7419.48 • 0 • v 24.667 17194.3691 6882.86 . .4 • v • 24.750 17238.2813 6376.16 . Q. V 24.833 17279.1895 5939.85 . Q • v I 24.917 17317.6816 5589.08 Q v 25.000 17354.2852 5314.84 0 v 2 5.083 17389.4336 5103.55 Q v 25.167 17423.4570 4940.20 . 0 v 25.250 17456.5898 4810.79 . . 0 v I 25.333 17489.0059 4706.78 Q v 25.417 17520.8262 4620.32 Q V 25.500 17552.1504 4548.22 Q v 2 5.583 17583.0605 4488.30 Q V • 1 25.667 17613.6152 4436.57 . . 0 - v 25.750 17643.8477 4389.67 . . Q V I 25.833 17673.7754 4345.63 Q 25.917 17703.4121 4303.20 Q v 26 17732.7617 4261.54 Q v 26.083 17761.8262 4220.25 . . 0 V 26.167 17790.6152 4180.30 . . Q . . v 26.250 17819.1406 4141.87 . . Q . v I 26.333 17847.4082 4104.53 . Q v 26.417 17875.4199 4067.34 . Q v 2 6.500 17903.1563 4027.43 . Q v 26.583 17930.6172 3987.46 . . Q . v • 26.667 17957.8066 3947.91 . • Q . V 26.750 17984.7266 3908.82 4 v 26.833 18011.3809 3870.27 .0 . v 26.917 18037.7754 3832.39 .Q . v 27.000 18063.9102 3794.90 .0 . v 27.083 18089.7168 3746.99 . .Q . v • J 27.167 18115.1641 3694.95 . .Q . v . I . 27.250 18140.2617 3644.23 Q v 27.333 18165.0195 3594.74 Q v 27.417 18189.4434 3546.41 Q V 2 7.500 18213.5859 3505.56 0 v ' Y: \B99 \190 \Staff \Bi11F \s2O \OPTJ.FLD aved: 6/18/2003 12 :02 PM Page 88 of 91 27.583 18237.5586 3480.71 . Q . . V . 27.667 18261.3652 3456.66 . Q . . V . I 27.750 18308.4805 3432.58 Q V 27.833 18308.4805 3408.51 Q V 27.917 18331.7891 3384.51 Q V 28.000 18354.9336 3360.65 Q v 3 28.083 18377.9160 3336.92 . Q . V . _3 28.167 18400.7344 3313.36 . Q . . V . I 28.250 18423.3926 3289.95 . 0 V 28.333 18445.8906 3266.70 Q. V 28.417 18468.2285 3243.60 Q. V • 28.500 18490.4102 3220.66 Q V 28.583 18512.4336 3197.88 . Q. . . V . 28.667 18534.3008 3175.26 . Q. . . V . I 28.750 18556.0137 3152.78 Q. V 28.833 18577.5742 3130.47 Q. V 28.917 18598.9805 3108.30 Q. V 29.000 18620.2363 3086.29 . Q. . . V . 29.083 18641.3418 3064.43 . Q. . . V . 29.167 18662.2969 3042.66 . Q. . . V . II 29.250 18683.0996 3020.67 Q. . V 29.333 18703.7461 2997.98 Q. V 29.417 18724.2305 2974.25 Q. V. 29.500 18744.5430 2949.40 . Q. . . V . 29.583 18764.6797 2923.92 . Q . . . V . 29.667 18784.6406 2898.34 Q . V 29.750 18804.4258 2872.87 0 V 29.833 18824.0371 2847.60 Q . V 29.917 18843.4766 2822.54 Q V 30.000 18862.7441 2797.71 . Q • . . V . 30.083 18881.8418 2773.09 . Q . . . V . I 30.167 18900.7715 2748.69 Q V 30.250 18919.5352 2724.51 Q . V V 30.333 18938.1348 2700.54 Q • 30.417 18956.5684 2676.62 Q V 30.500 18974.8262 2651.16 Q . V 30.583 18992.9082 2625.42 0 V c I 30.667 19010.8145 2599.92 V 30.750 19028.5469 2574.68 V V 30.833 19046.1074 2549.67 30.917 19063.4961 2524.91 V 31.000 19080.7168 2500.40 . . . . V . 31.083 19097.7695 2476.13 . . . . V . I 31.167 19114.6582 2452.19 . V 31.250 19131.3848 2428.81 V 31.333 19147.9570 2406.28 V 31.417 19164.3809 2384.74 V 31.500 19180.6621 2364.05 . . . V . 31.583 19196.8047 2343.94 . . . . V . I 31.667 19212.8105 2324.18 V 31.750 19228.6836 2304.64 V V 31.833 19244.4219 2285.29 Q 31.917 19260.0293 2266.10 . Q . V 32.000 19275.5059 2247.08 . Q . . . V • 32.083 19290.8516 2228.22 . Q . V 32.167 19306.0684 2209.53 Q V 32.250 19321.1582 2190.99 Q V 32.333 19336.1211 2172.62 Q V 32.417 19350.9590 2154.40 . Q . . . V . 32.500 19365.6719 2136.34 . Q . . . V . 32.583 19380.2617 2118.41 . Q . . . V . I 32.667 19394.7246 2100.14 Q V 32.750 19409.0625 2081.83 Q V 32.833 19423.2754 2063.70 Q V 32.917 19437.3652 2045.72 . Q . . . V . _ 33.000 19451.3320 2027.92 . Q . . V • 33.083 19465.1777 2010.27 . Q . V • III 0 V V 0 33.167 19478.9023 1992.79 33.250 19492.5078 1975.46 Q 95830 V 33.417 19519.3633 1941.29 . Q . . . v • 33.500 19532.6172 1924.40 . Q . . . V • 33.583 19545.7539 1907.48 Q V 33.667 19558.7715 1890.27 Q V 33.750 19571.6680 1872.56 Q V 33.833 19584.4395 1854.42 Q V 33.917 19597.0840 1836.05 . Q . . . V . 34.000 19609.6016 1817.67 . Q . . . V . 34.083 19621.9941 1799.42 0 V 34.167 19634.2617 1781.33 Q V 34.250 19646.4063 1763.42 Q V 34.333 19658.4297 1745.70 Q V 34.417 19670.3320 1728.15 . Q . . . V . 34.500 19682.1152 1710.79 . Q . v • 34.583 19693.7793 1693.60 Q V • 34.667 19705.3262 1676.59 Q V • 34.750 19716.7578 1659.75 Q V • 34.833 19728.0742 1643.08 . 0 V - 34.917 19739.2773 1626.58 . Q . V • 35.000 19750.3672 1610.25 . Q . . . V • 35.083 19761.3457 1594.09 0 V • 35.167 19772.2148 1578.09 Q V • 35.250 19782.9746 1562.25 Q V - 35.333 19793.6270 1546.58 . Q . V • 35.417 19804.1719 1531.06 . Q . . V • 35.500 19814.6113 1515.71 Q V 35.583 19824.9453 1500.51 Q V • 35.667 19835.1758 1485.46 Q V - 35.750 19845.2520 1462.95 Q V Y: \B99 \190 \Staff \Bi11F \s20 \OPTJ.FLD aved: 6/18/2003 12:02 PM I Page 89 of 91 35.833 19855.0664 1424.99 . Q . . . V . 35.917 19864.6328 1389.04 . Q . V . 36.000 19873.9688 1355.60 Q V . 36.083 19883.0898 1324.44 Q V . 36.167 19892.0117 1295.34 Q V . _ 36.250 19900.7461 1268.13 Q V . 1 36.333 19909.3047 1242.61 . Q . . V . 36.417 19917.6973 1218.65 . Q . . . V . 36.500 19925.9355 1196.15 Q V . 36.583 19934.0293 1175.11 Q V . 36.667 19941.9883 1155.61 Q V . 36.750 19949.8242 1137.66 . Q . . . V . 36.833 19957.5449 1121.10 . Q . . . V . 36.917 19965.1602 1105.65 . Q . . . V . II 37.000 19972.6738 1091.10 Q V . 37.083 19980.0938 1077.29 Q V . 37.167 19987.4219 1064.12 Q V . • 37.250 19994.6641 1051.55 . Q . . . V . 37.333 20001.8223 1039.51 . Q . . . V . 37.417 20008.9023 1027.95 Q V . II 37.500 20015.9063 1016.84 Q V . 37.583 20022.8359 1006.14 Q V 37.667 20029.6934 995.81 Q V 37.750 20036.4824 985.82 . Q . . . V . 37.833 20043.2051 976.15 . Q . . . V . 37.917 20049.8633 966.76 . Q . V . 38.000 20056.4590 957.64 . Q V . 38.083 20062.9941 948.77 . Q V . 38.167 20069.4688 940.12 . Q V . 38.250 20075.8848 931.67 . Q . . V . 38.333 20082.2441 923.43 . Q . . V . II 38.417 20088.5488 915.36 Q V - 38.500 20094.7988 907.46 . 0 V . 38.583 20100.9961 899.71 . 0 V . 38.667 20107.1406 892.11 Q V . 38.750 20113.2324 884.65 • Q V • 38.833 20119.2754 877.31 . Q V . 111 38.917 20125.2676 870.09 Q . V . 39.000 20131.2109 862.98 . Q V . 39.083 20137.1055 855.98 . Q V . 39.167 20142.9531 849.08 Q V . 39.250 20148.7539 842.27 . Q . . . V . 39.333 20154.5078 835.56 . Q . . . V . II 39.417 20160.2168 828.92 Q V . 39.500 20165.8809 822.37 . Q V . 39.583 20171.5000 815.90 Q V . 39.667 20177.0742 809.50 . Q . . . V . 39.750 20182.6055 803.18 . 0 . . . V . 39.833 20188.0938 796.92 . 0 . . . V . II 39.917 20193.5391 790.73 Q V . 40.000 20198.9434 784.60 . Q V . 40.083 20204.3047 778.54 . Q V 40.167 20209.6250 772.53 . Q . . . V . 40.250 20214.9043 766.58 . Q . . . V . I 40.333 20220.1426 760.69 Q V 40.417 20225.3418 V 40.500 20230.5000 754.85 . Q 749.07 Q V 40.583 20235.6191 743.37 Q V . 40.667 20240.7012 737.78 . Q . . V • 40.750 20245.7441 732.34 . Q . . . V . 40.833 20250.7520 727.04 . Q . . . V . . ' 40.917 20255.7227 721.85 . Q V 41.000 20260.6582 716.75 . Q V - 41.083 20265.5605 711.69 . Q . V • 41.167 20270.4277 796.69 . Q . V • 41.250 20275.2598 701.72 . Q V . II 41.333 20280.0586 696.79 Q V • 41.417 20284.8242 691.89 . Q V 41.500 20289.5566 687.04 . Q V . 41.583 20294.2559 682.22 Q V 41.667 20298.9219 677.44 . Q . . . V . 41.750 20303.5547 672.73 . Q . . . V - I 41.833 20308.1563 668.18 Q V • 41.917 20312.7285 663.92 . Q V 42.000 20317.2734 660.03 . Q V 42.083 20321.7949 656.46 . Q . V 42.167 20326.2930 653.09 .Q . . . V - 42.250 20330.7676 649.81 .Q . . . V. II 42.333 20335.2207 646.58 .Q V. 42.417 20339.6523 643.37 .0 V. 42.500 20344.0605 640.18 .Q V• 42.583 20348.4473 637.00 .Q . . . V. 42.667 20352.8125 633.84 .Q . . V. 42.750 20357.1563 630.70 .Q . . . V. I 42.833 20361.4785 627.57 .Q V. 42.917 20365.7793 624.46 .Q V. 43.000 20370.0586 621.37 .0 V• 43.083 20374.3164 618.29 .Q . . V. 43.167 20378.5527 615.23 .0 . . V. I 43.250 20382.7695 612.18 .Q V. 43.333 20386.9648 609.15 .Q V. 43.417 20391.1387 606.13 .0 V. 43.500 20395.2930 603.13 .Q V• 43.583 20399.4258 600.14 .Q . . . V. j 43.667 20403.5391 597.17 .Q . . V. 43.750 20407.6309 594.22 Q V. 43.833 20411.7031 591.27 .0 V. 43.917 20415.7559 588.35 .0 V. 44.000 20419.7871 585.43 .0 V- Y: \B99 \190 \Staff \Bil1F \s20 \OPTJ.FLD II I ved: 6/18/2003 12 :02 PM Page 90 of 91 44.083 20423.7988 582.54 .0 V. 44.167 20427.7910 579.65 .0 V. ' 44.250 20431.7637 576.78 .Q _ V. 44.333 20435.7168 573.93 .0 V. 44.417 20439.6504 571.09 .Q V. 44.500 20443.5645 568.26 .Q V. i 44.583 20447.4590 565.45 .Q V. 44.667 20451.3340 562.65 .Q V. 44.750 20455.1895 559.86 Q . . . V. I 44.833 20459.0254 557.09 .Q V. 44.917 20462.8438 554.34 .Q V. 45.000 20466.6426 551.59 .Q V. 45.083 20470.4219 548.86 .Q V. 45.167 20474.1836 546.15 .Q V. II 45.250 20477.9258 543.44 .Q V. 45.333 20481.6504 540.75 .Q V. 45.417 20485.3555 538.08 .Q V. 45.500 20489.0430 535.40 .Q V. 45.583 20492.7109 532.66 .Q V. 45.667 20496.3594 529.82 .Q V. II v. . . . 45.750 20499.9883 526.82 .Q V. 45.833 20503.5957 523.69 . 45917 205071797 52048 .Q V. 46.000 20510.7422 517.26 .Q V. 46.083 20514.2832 514.05 .0 V. 46.167 20517.8008 510.85 .Q V. 46.250 20521.2969 507.67 .Q V. 46.333 20524.7715 504.52 .Q V. 46.417 20528.2246 501.38 .Q V. 46.500 20531.6563 498.26 .Q V. 46.583 20535.0664 495.16 .Q V. II 46.667 20538.4551 492.08 .Q V. 46.750 20541.8223 489.02 .Q V. 46.833 20545.1699 485.97 .Q V. 46.917 20548.4961 482.95 .Q V. 47.000 20551.8008 479.95 .Q V. 47.083 20555.0859 476.96 .Q V. 47.167 20558.3496 473.99 Q V. 111 47.250 20561.5938 471.04 .Q V. 47.333 20564.8184 468.11 .Q V. 4 7.417 20568.0215 465.20 .0 V. ' 47.500 20571.2051 462.31 .Q V. 47.583 20574.3691 459.43 .Q V. 47.667 20577.5137 456.57 .0 V• II 47.750 20580.6387 453.73 .0 V. V. 47.833 20583.7441 450.91 .0 47.917 20586.8301 448.10 .Q V. 48.000 20589.8965 445.32 .Q V. 48.083 20592.9434 442.55 .Q V. II 48.167 20595.9727 439.79 .Q V. 48.250 20598.9824 437.06 .0 V. 48.333 20601.9746 434.34 .0 V. 48.417 20604.9473 431.64 .Q V. 48.500 20607.9023 428.95 .Q V. 48.583 20610.8379 426.28 .0 V. I 48.667 20613.7559 423.63 .0 V. V. 48.750 20616.6543 420.99 .0 48.833 20619.5352 418.38 .0 V. 48.917 20622.3984 415.77 .Q V. 49.000 20625.2441 413.19 .Q V. ' 49.083 20628.0723 410.62 .Q V. II V. . . . 49.167 20630.8828 408.06 .Q V. 49.250 20633.6758 405.52 . 49333 206364512 40300 .Q V. i -- 49.417 20639.2090 400.49 .0 V. 49.500 20641.9492 398.00 .0 V. 49.583 20644.6738 395.53 .Q V. I 49.667 20647.3809 393.06 .0 V. V. 49.750 20650.0703 390.62 .0 4 9.833 20652.7441 388.19 .Q V. 49.917 20655.4004 385.77 .0 V. 50.000 20658.0410 383.37 .0 V. 50.083 20660.6641 380.99 .0 I V. V. 50.167 20663.2715 378.62 .Q 50.250 20665.8633 376.26 .Q V. 50.333 20668.4395 373.92 .0 V. 50.417 20670.9980 371.60 .Q V. 50.500 20673.5410 369.28 .Q V. 50.583 20676.0684 II 366.97 .Q V. V. 50.667 20678.5801 364.59 .0 50.750 20681.0742 362.07 .Q V. 50.833 20683.5488 359.37 .Q V. 50.917 20686.0039 356.51 .Q V. 51.000 20688.4395 353.56 .Q V. I 51.083 20690.8535 350.59 .0 V• V. 51.167 20693.2480 347.62 .0 51.250 20695.6211 344.67 .Q V. 51.333 20697.9746 341.75 . Q V. 51.417 20700.3086 338.86 .Q V. 51.500 20702.6230 335.99 .Q V. 51.583 20704.9180 333.14 .0 V. 51.667 20707.1934 330.32 .0 V. 5 1.750 20709.4492 327.52 .Q V. 51.833 20711.6855 324.74 Q . V. 51.917 20713.9023 321.99 0 V. 52.000 20716.1016 319.26 Q 52.083 20718.2813 316.56 Q V. 52.167 20720.4434 313.87 Q V. 52.250 20722.5859 311.21 Q V. Y: \299 \190 \Staff \8i11F \s20 \OPTJ.FLD II I Page ved: 6/18/2003 12:02 PM 9I of 91 52.333 20724.7109 308.58 Q . V. 52.417 20726.8184 305.96 Q . V. 52.500 20728.9082 303.37 Q . v. I 52.583 20730.9805 300.80 Q V. 52.667 20733.0352 298.25 Q V. 52.750 20735.0723 295.72 Q V• 52.833 20737.0918 293.22 Q . V. j 52.917 20739.0938 290.73 Q . . V. 53.000 20741.0781 288.27 Q V. 53.083 20743.0469 285.83 Q V. 53.167 20744.9980 283.40 Q V. 53.250 20746.9336 281.00 Q V• 53.333 20748.8516 278.62 Q V. 53.417 20750.7539 276.26 Q . . . V. I 53.500 20752.6406 273.92 0 V• 53.583 20754.5117 271.60 Q V. 53.667 20756.3672 269.30 Q V. 53.750 20758.2070 267.01 Q v• 53.833 20760.0313 264.75 Q . . V. 53.917 20761.8398 262.51 Q V. II 54.000 20763.6328 260.28 Q V. 54.083 20765.4102 258.08 Q V. 54.167 20767.1719 255.89 Q V- 54.250 20768.9199 253.72 Q . . V. 54.333 20770.6523 251.57 Q . . V. 54.417 20772.3711 249.44 Q . V. 54.500 20774.0742 247.33 Q V. 54.583 20775.7637 245.23 Q V. , 54.667 20777.4375 243.15 Q . V. 54.750 20779.0977 241.09 Q . . V. 54.833 20780.7441 239.05 Q V. 54.917 20782.3770 237.03 Q V. 55.000 20783.9961 235.02 Q 55.083 20785.6016 233.03 Q V. 55.167 20787.1934 231.05 Q V• 55.250 20788.7715 229.09 Q . V. 55.333 20790.3359 227.15 Q . . V. 55.417 20791.8867 225.23 Q V. 55.500 20793.4238 223.28 Q 1 V. 55.583 20794.9473 221.13 Q V. 55.667 20796.4512 218.44 Q V• 55.750 20797.9316 214.95 Q . V. 55.833 20799.3828 210.71 Q . . V. 55.917 20800.8008 205.99 Q I V. 56.000 20802.1855 201.09 Q v 56.083 20803.5371 196.21 Q V. 56.167 20804.8555 191.41 Q V• 56.250 20806.1406 186.73 Q . . V. 56.333 20807.3945 182.15 Q . V. 56.417 20808.6191 I 177.69 Q V. 56.500 20809.8125 173.34 0 V. 56.583 20810.9766 169.10 0 V. 56.667 20812.1133 164.96 Q v• 56.750 29813.2207 160.92 Q V. 56.833 20814.3027 156.98 0 . . V. I 56.917 20815.3574 153.13 Q V. 57.000 20816.3867 149.39 Q V. 57.083 20817.3906 145.73 Q V. 57.167 20818.3691 142.16 Q v• 57.250 20819.3242 138.68 0 . V. 57.333 20820.2559 135.28 Q . V. 57.417 20821.1641 131.97 Q V. 57.500 20822.0508 128.74 Q V. 57.583 20822.9160 125.59 Q V. 71 . 57.667 20823.7598 122.51 Q V. 57.750 20824.5820 119.51 Q V. 57.833 20825.3848 116.59 0 V. 57.917 20826.1680 113.73 Q 58.000 20826.9316 110.95 Q V. 68.083 20827.6777 108.23 Q V• 58.167 20828.4043 105.58 Q . V. 58.250 20829.1133 102.99 Q v. 58.333 20829.8047 100.47 Q . . V. I 58.417 20830.4805 98.01 Q V. 58.500 20831.1387 95.61 Q V. 58.583 20831.7813 93.27 Q V• 58.667 20832.4082 90.99 Q V. 58.750 20833.0195 88.76 Q . V. I 58.833 20833.6152 86.59 Q V. 58.917 20834.1973 84.47 Q V. 59.000 20834.7656 82.40 Q V. 59.083 20835.3184 80.38 Q V 59.167 20835.8574 78.41 0 . V. 59.250 20836.3848 76.49 Q . V. I 59.333 20836.8984 74.62 Q V. 59.417 20837.4004 72.79 Q V. 59.500 20837.8887 71.01 Q V. 59.583 20838.3652 69.27 Q v 59.667 20838.8301 67.57 Q V. 59.750 20839.2832 65.92 Q V. II 59.833 -- 20840.7266_ 64.31 Q ______ 3 V =__ 59.917 20840.1582 62.73 Q V. 60.000- _20840_ _ == 560= 61 Q V. . = Y: \899 \190 \Staff \Bi1IF \6 \OPTJ.FLD II 1 1 1 1 Appendix F- Jurupa Basin Routing Analysis 1 1 1 1 1 1 1 1 1 �i E304 1 T . z m m r r m r b m m N 01 !O m 01 1- m m m P�m N P 1ri1 r N �1 1rO N b ' m 41 4.T ! a -"II-W l 4 . e - ,N I. 7 8. 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J MR • Saved: 6/18/2003 9:20 AM Page 1 of 92 O E somi F L 0 0 D R O U T I N G A N A L Y S I S USING COUNTY HYDROLOGY MANUAL OF SAN BERNARDINO(1986) (c) Copyright 1989 -2000 Advanced Engineering Software (aes) Ver. 7.0 Release Date: 01/01/2000 License ID 1395 e.+ Analysis prepared by: BOYLE ENGINEERING CORPORATION 1131 WEST SIXTH STREET, SUITE 285 ONTARIO, CA 91762 TEL:(909) 933 -5225 FAX:(909) 933 -5228 www.boyleengineering.com * * * * * * * * * ** * * * * * * * * * * * * * ** DESCRIPTION 06 STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** - * JURUPA BASIN * RUN 13 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PM FILE NAME: OPTJ13.DDD im TIME /DATE OF STUDY: 09:20 06/18/2003 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** P m FLOW PROCESS FROM NODE 301.00 TO NODE 214.00 IS CODE = 1 » »>SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< .�. (UNIT - HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 3234.000 ACRES km BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.320 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. ••• THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. FOOTHILL S -GRAPH SELECTED km MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.380 LOW LOSS FRACTION = 0.230 *HYDROGRAPH MODEL #1 SPECIFIED* m. SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.59 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.21 r SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.60 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.24 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 5.06 rrM SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 12.24 • *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 - - m. 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 26.042 w.R RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 w. UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH ma NUMBER MEAN VALUES ORDINATES(CFS) 1 1.822 712.515 2 7.341 2158.749 3 16.741 3676.251 w 4 37.915 8281.442 5 59.993 8634.922 6 69.562 3742.474 W 7 76.367 2661.564 8 81.339 1944.701 9 85.349 1568.354 e.. 10 88.516 1238.633 11 91.037 986.174 12 93.146 824.605 13 94.785 641.095 14 96.077 505.561 15 96.955 343.172 WM 16 97.772 319.530 17 98.102 129.038 18 98.237 52.711 19 98.371 52.652 20 98.506 52.685 21 98.641 52.682 22 98.775 52.741 23 98.910 52.685 NM 24 99.045 52.622 Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD aA aved: 6/18/2003 9 :20 AM Page 2 of 92 25 99.179 52.622 26 99.314 52.622 es 27 99.448 52.622 28 99.583 52.622 29 99.717 52.622 30 99.852 52.622 31 99.987 52.622 32 100.000 5.279 TOTAL SOIL —LOSS VOLUME(ACRE —FEET) = 718.3782 TOTAL STORM RUNOFF VOLUME(ACRE —FEET) = 2433.9006 ew is low lie mw !ems am Ills is elm lee* e A11 kW km u Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD eta Pm Saved: 6/18/2003 9:20 AM Page 3 of 92 w 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) Um TIME(HRS) VOLUME(AF) Q(CFS) 0. 850.0 1700.0 2550.0 3400.0 al 16.000 1525.5765 1501.29 . Q . V . 16.083 1537.4480 1723.74 - Q V . 16.167 1552.0620 2121.96 . QV Alem 16.250 1569.6567 2554.75 . - V Q 16.333 1592.4823 3314.27 . V . Q i 16.417 1614.6399 3217.27 . V . Q . 16.500 1630,4469 2295.18 . VQ 16.583 1644.6925 2068.47 . . Q V . 16.667 1659.1788 2103.41 . . Q V 00 16.750 1674.7834 2265.80 . QV , 16.833 1690.7456 2317.71 . Q _ ill 16.917 1706.9993 2360.04 . QV , . 17.000 1723.5304 2400.32 . Q , 17.083 1740.1586 2414.41 . Q . 17.167 1756.6786 2398.70 Q . . P 17.250 1772.7943 2340.00 . Q V. . 17.333 1787.9534 2201.10 . Q V ill 17.417 1801.8263 2014.34 . Q V. • 17.500 1815.1329 1932.13 . . Q V. 17.583 1828.0645 1877.66 . . Q V 17.667 1840.7087 1835.95 . .Q V . Pm 17.750 1853.0702 1794.88 .Q V in 17.833 1865.1697 1756.84 . Q V . 17.917 1877.0359 1722.97 . Q V ;-� 18.000 1888.6985 1693.42 . Q. ,v Pm ..* ** * ****.*****************.************* ** * *** +x. ** **”.,* * *** * * * * ** ** * i s FLOW PROCESS FROM NODE 214.00 TO NODE 214.00 IS CODE = 3.1 » » ,FLOW- THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1<«<s P. INFLOW il (STREAM 1) V effective depth "' (and volume) V br detention < - -, outflow basin I" 1 dead basin outlet V storage ailf OUTFLOW (STREAM 1) Pw ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 bi THROUGH A FLOW - THROUGH DETENTION BASIN "-" SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 34.220 SPECIFIED DEAD STORAGE(AF) FILLED = 34.220 tom SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00 ill BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: lim INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) ill 1 0.00 0.00 0.000 2 1.66 91.30 9.360 3 2.66 185.25 15.000 mu 4 4.66 429.54 26.280 5 6.66 733.90 38.430 is 6 7.66 905.25 45.380 7 9.66 1282.02 59.280 8 11.66 1700.00 74.020 9 13.66 2155.78 90.470 am 10 15.66 2646.16 106.920 11 17.66 3168.90 125.920 he 12 19.66 3722.20 145.440 13 21.66 4304.40 164.960 Pm' =__ _ MODIFIED -PULS BASIN ROUTING MODEL RESULTS(5- MINUTE COMPUTATION INTERVALS): h (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD - STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) Y ; \B99 \190\ Staff \Bi11F \s20 \OPTJ \OPTJ13,FLD Pm ill MIN aved: 6/18/2003 9:20 AM Page 4 of 92 011 16.083 34.220 1723.74 0.00 12.07 1800.7 77.391 16.167 34.220 2121.96 0.00 12.32 1822.0 79.457 OMR 16.250 34.220 2554.75 0.00 12.86 1912.0 83.884 16.333 34.220 3314.27 0.00 13.88 2091.8 92.302 16.417 34.220 3217.27 0.00 14.65 2304.1 98.591 OM 16.500 34.220 2295.18 0.00 14.57 2388.3 97.950 16.583 34.220 2068.47 0.00 14.33 2349.9 96.012 - -- 16.667 34.220 2103.41 0.00 14.17 2300.7 94.653 WIN 16.750 34.220 2265.80 0.00 14.16 2279.1 94.561 16.833 34.220 2317.71 0.00 14.19 2281.5 94.811 ill 16.917 34.220 2360.04 0.00 14.24 2292.2 95.278 17.000 34.220 2400.32 0.00 14.32 2308.5 95.910 17.083 34.220 2414.41 0.00 14.39 2326.9 96.513 17.167 34.220 2398.70 0.00 14.44 2341.8 96.905 elm 17.250 34.220 2340.00 0.00 14.44 2346.9 96.857 17.333 34.220 2201.10 0.00 14.33 2332.7 95.951 OM 17.417 34.220 2014.34 0.00 14.09 2290.8 94.047 17.500 34.220 1932.13 0.00 13.84 2231.7 91.984 17.583 34.220 1877.66 0.00 13.60 2171.3 89.962 Mt 17.667 34.220 1835.95 0.00 13.36 2115.1 88.040 17.750 34.220 1794.88 0.00 13.14 2062.9 86.194 17.833 34.220 1756.84 0.00 12.93 2012.9 84.431 al 17.917 34.220 1722.97 0.00 12.72 1965.3 82.761 18.000 34.220 1693.42 0.00 12.53 1920.5 81.197 18.083 34.220 1662.64 0.00 12.35 1878.3 79.712 18.167 34.220 1624.63 0.00 12.17 1837.4 78.247 um 18.250 34.220 1579.48 0.00 11.99 1796.4 76.753 18.333 34.220 1503.60 0.00 11.78 1752.0 75.042 MM 18.417 34.220 1428.36 0.00 11.54 1701.9 73.158 18.500 34.220 1386.55 0.00 11.30 1649.8 71.344 18.583 34.220 1351.48 0.00 11.06 1599.9 69.634 w• 18.667 34.220 1314.61 0.00 10.84 1552.4 67.996 18.750 34.220 1288.26 0.00 10.64 1507.7 66.484 18.833 34.220 1266.03 0.00 10.45 1466.7 65.102 • 18.917 34.220 1246.34 0.00 10.28 1429.3 63.843 19.000 34.220 1226.83 0.00 10.12 1395.0 62.684 J 19.083 34.220 1208.77 0.00 9.98 1363.5 61.619 19.167 34.220 1192.00 0.00 9.84 1334.4 60.638 19.250 34.220 1176.69 0.00 9.72 1307.7 59.736 r 19.333 34.220 1161.90 0.00 9.61 1283.3 58.899 19.417 34.220 1148.73 0.00 9.49 1261.2 58.125 19.500 34.220 1136.41 0.00 9.39 1240.9 57.405 19.583 34.220 1124.43 0.00 9.29 1222.1 56.732 ■•• 19.667 34.220 1113.69 0.00 9.20 1204.5 56.107 19.750 34.220 1103.43 0.00 9.12 1188.1 55.524 ill 19.833 34.220 1093.50 0.00 9.04 1172.8 54.978 19.917 34.220 1083.89 0.00 8.97 1158.4 54.464 20.000 34.220 1074.59 0.00 8.90 1144.9 53.980 20.083 34.220 1065.56 0.00 8.83 1132.1 53.521 P 20.167 34.220 1056.81 0.00 8.77 1120.0 53.086 20.250 34.220 1048.31 0.00 8.71 1108.5 52.671 Jill 20.333 34.220 1040.05 0.00 8.65 1097.5 52.275 20.417 34.220 1032.01 0.00 8.60 1087.0 51.897 20.500 34.220 1024.19 0.00 8.55 1077.0 51.533 20.583 34.220 1016.58 0.00 8.50 1067.3 51.184 tom 20.667 34.220 1009.47 0.00 8.45 1058.0 50.849 20.750 34.220 1002.60 0.00 8.40 1049.2 50.529 OM 20.833 34.220 995.91 0.00 8.36 1040.6 50.221 20.917 34.220 989.39 0.00 8.31 1032.4 49.924 21.000 34.220 983.03 0.00 8.27 1024.5 49.638 21.083 34.220 976.84 0.00 8.23 1016.9 49.362 vim 21.167 34.220 970.80 0.00 8.19 1009.6 49.095 21.250 34.220 964.91 0.00 8.15 1002.4 48.837 to 21.333 34.220 959.16 0.00 8.12 995.5 48.586 21.417 34.220 953.54 0.00 8.09 988.9 48.343 - 21.500 34.220 948.04 0.00 8.05 982.4 48.106 21.583 34.220 942.67 0.00 8.02 976.0 47.877 Pm 21.667 34.220 937.42 0.00 7.99 969.9 47.653 21.750 34.220 932.28 0.00 7.96 963.9 47.435 OM 21.833 34.220 927.25 0.00 7.93 958.1 47.223 21.917 34.220 922.33 0.00 7.90 952.4 47.016 22.000 34.220 917.51 0.00 7.87 946.9 46.814 w 22.083 34.220 912.79 0.00 7.84 941.4 46.616 22.167 34.220 908.16 0.00 7.81 936.2 46.424 22.250 34.220 903.63 0.00 7.78 931.0 46.235 as 22.333 34.220 899.18 0.00 7.76 925.9 46.051 22.417 34.220 894.83 0.00 7.73 921.0 45.871 22.500 34.220 890.54 0.00 7.71 916.2 45.694 WI 22.583 34.220 886.34 0.00 7.68 911.4 45.522 22.667 34.220 882.22 0.00 7.66 906.8 45.352 OM 22.750 34.220 878.17 0.00 7.63 902.5 45.185 22.833 34.220 874.20 0.00 7.61 898.4 45.018 22.917 34.220 870.29 0.00 7.58 894.3 44.853 23.000 34.220 866.46 0.00 7.56 890.2 44.689 mm 23.083 34.220 862.69 0.00 7.54 886.2 44.527 23.167 34.220 858.99 0.00 7.51 882.2 44.367 km 23.250 34.220 855.35 0.00 7.49 878.3 44.209 23.333 34.220 851.76 0.00 7.47 874.4 44.052 23.417 34.220 848.23 0.00 7.45 870.6 43.898 w 23.500 34.220 844.76 0.00 7.42 866.8 43.746 23.583 34.220 841.35 0.00 7.40 863.1 43.596 23.667 34.220 837.99 0.00 7.38 859.5 43.448 NO 23.750 34.220 834.69 0.00 7.36 855.8 43.303 23.833 34.220 831.44 0.00 7.34 852.3 43.159 .; 23.917 34.220 828.23 0.00 7.32 848.8 43.018 Ma PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 2433.902 AF OM BASIN STORAGE = 34.220 AF (WITH 34.220 AF INITIALLY FILLED) mom Y: \699\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD illi oft saved: 6/18/2003 9:20 AM Page 5 of 92 sr OUTFLOW VOLUME = 2433.901 AF LOSS VOLUME = 0.000 AF w ill FLOW PROCESS FROM NODE 214.00 TO NODE 114.00 IS CODE = 5.2 >->» 'MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD, «« VIM ____ _ _ _ MN THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, low U.S. Department of Commerce). Om ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 14.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 pm DOWNSTREAM ELEVATION(FT) = 32.64 CHANNEL LENGTH(FT) = 3200.00 MANNING'S FACTOR = 0.014 ill CONSTANT LOSS RATE(CFS) = 0.00 fie CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 2388.31 AVERAGE FLOWRATE IN EXCESS OF 50 °s MAXIMUM INFLOW = 1795.96 ill CHANNEL NORMAL VELOCITY FOR Q = 1795.96 CFS = 29.65 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.946 am MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 0.999 ill -- CONVEX METHOD CHANNEL ROUTING RESULTS: f OUTFLOW LESS Pe MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) is (HRS) (CFS) (CFS) (CFS) 16.000 1840.45 1866.69 1866.69 16.083 1800.74 1814.32 1814.32 16.167 1822.01 1814.78 1814.78 wm 16.250 1911.96 1881.28 1881.28 16.333 2091.85 2030.46 2030.46 ill 16.417 2304.14 2231.67 2231.67 16.500 2388.31 2359.52 2359.52 16.583 2349.87 2362.94 2362.94 16.667 2300.73 2317.50 2317.50 0 "' 16.750 2279.11 2286.50 2286.50 16.833 2281.46 2280.67 2280.67 Ow 16.917 2292.15 2288.50 2288.50 17.000 2308.54 2302.95 2302.95 17.083 2326.94 2320.66 2320.66 17.167 2341.76 2336.70 2336.70 PM 17.250 2346.90 2345.14 2345.14 17.333 2332.68 2337.53 2337.53 ill 17.417 2290.80 2305.09 2305.09 17.500 2231.67 2251.85 2251.85 17.583 2171.31 2191.92 2191.92 17.667 2115.07 2134.28 2134.28 Pm 17.750 2062.87 2080.70 2080.70 17.833 2012.87 2029.95 2029.95 ill 17.917 1965.32 1981.56 1981.56 ) 18.000 1920.53 1935.83 1935.83 PROCESS SUMMARY OF STORAGE: OM INFLOW VOLUME = 2433.900 AF OUTFLOW VOLUME = 2433.901 AF ill LOSS VOLUME = 0.000 AF ********************************************* * * * ** * * * * * * * * * * * * * * ** * * *** * * * ** FLOW PROCESS FROM NODE 158.00 TO NODE 114.00 IS CODE = 1 al » »'SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS)*« « pp (UNIT- HYDROGRAPH ADDED TO STREAM 81) WI WATERSHED AREA = 4853.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.460 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. o THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. ill FOOTHILL S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.390 LOW LOSS FRACTION = 0.240 * HYDROGRAPH MODEL 81 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.63 ill SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.32 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.74 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.53 !IR SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 5.55 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 12.96 NI *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: s Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD MO Om Saved: 6/18/2003 9:20 AM Page 6 of 92 iti 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 NM 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 gg 24 -HOUR FACTOR = 0.956 : UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 18.116 • RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 w UNIT HYDROGRAPH DETERMINATION NM INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ig 1 1.192 699.758 2 4.323 1837.609 3 9.081 2792.071 00 4 15.792 3939.142 5 26.926 6534.625 • 6 47.997 12366.635 7 60.489 7331.759 8 67.334 4017.561 P0 9 72.642 3115.266 10 77.045 2584.136 11 80.404 1971.072 • 12 83.519 1828.540 13 86.066 1494.897 14 88.232 1271.032 15 90.044 1063.796 16 91.693 967.497 17 93.105 828.602 gg 18 94.321 713.818 19 95.305 577.645 20 96.161 502.352 0.. 21 96.754 348.084 22 97.338 342.957 lig 23 97.890 323.532 24 98.081 112.441 25 98.175 55.112 26 98.269 54.862 P. 27 98.363 55.112 28 98.456 54.924 29 98.550 55.050 gig 30 98.644 55.050 31 98.737 55.050 32 98.831 54.924 'p 33 98.925 54.924 34 99.019 55.180 r 35 99.112 54.924 36 99.206 54.924 37 99.299 54.924 38 99.393 54.924 ■O1 39 99.487 54.924 40 99.580 54.924 • 41 99.674 54.924 42 99.767 54.924 43 99.861 54.924 44 99.954 54.924 00 45 100.000 26.710 gig TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 1189.8278 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 3818.8245 gg m. be 0. km AA Om m. io Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD dm WO dm saved: 6/18/2003 9:20 AM Page 7 of 92 2 - H O U R R S T O R M R U N O F F ma H Y D R O G R A P H NO HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) -- (Note: Time indicated is at END of Each Unit Intervals) am TIME(HRS) VOLUME(AF) Q(CFS) 0. 1325.0 2650.0 3975.0 5300.0 ii 16.000 2345.0771 2542.63 . Q. V . 16.083 2363.7744 2714.84 . Q V . 16.167 2384.5012 3009.55 . . Q V am 16.250 2407.2981 3310.11 . - . QV 16.333 2432.7798 3699.94 . V Q . i 16.417 2462.4722 4311.34 . V . Q _ 16.500 2498.4734 5227.38 . V . Q. 16.583 2527.2822 4183.04 . V .Q 16.667 2551.2407 3478.79 . Q . 0 " 16.750 2574.3018 3348.46 . QV . 16.833 2598.8396 3562.91 . QV . i 16.917 2624.0620 3662.30 . Q _ • 17.000 2649.9331 3756.47 . VQ . 17.083 2676.0278 3788.96 . Q • . . 17.167 2702.,2300 3804.57 . Q 'w 17 -250 2728.3037 3785.91 . Q , 17.333 2754.2217 3763.30 . 0 . . Ms 17.417 2779.4634 3665.10 . Q V. 17.500 2803.0986 3431.85 . Q V. 17.583 2825.6619 3276.19 . . Q V. A 17.667 2847.6208 3188.45 . . Q V. 17.750 2868.9758 3100.76 . - Q V 17.833 2889.9319 3042.81 . , Q V ill 17.917 2910.5007 2986.60 . . Q V . 18.000 2930.4731 2900.01 . .Q V ' FLOW PROCESS FROM NODE 601.00 TO NODE 530.00 IS CODE = 1 hil *> »»SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS) « am (UNIT- HYDROGRAPH ADDED TO STREAM #1) ail WATERSHED AREA = 1567.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.410 HOURS ma CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. No VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.410 LOW LOSS FRACTION = 0.320 "" *HYDROGRAPH MODEL #1 SPECIFIED* 10 SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.59 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.18 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.54 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.03 w SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.60 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 10.62 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 aa 1 -HOUR FACTOR = 0.487 3 - HOUR FACTOR = 0.836 6 - HOUR FACTOR = 0.927 24 - HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES am UNIT INTERVAL PERCENTAGE OF LAG -TIME = 20.325 NO RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 as MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION tom INTERVAL "S" GRAPH UNIT HYDROGRAPH kw NUMBER MEAN VALUES ORDINATES(CFS) 1 1.173 222.322 2 4.820 691.150 oft 3 13.855 1712.179 4 26.280 2354.741 MO 5 41.850 2950.506 6 59.063 3262.134 7 73.640 2762.498 8 83.397 1848.941 aa 9 89.704 1195.291 10 93.733 763.499 INN 11 96.260 478.953 Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD am ili Oft saved: 6/18/2003 9:20 AM Page 8 of 92 aw 12 97.785 288.884 13 98.357 108.526 14 98.738 72.215 15 99.120 72.231 16 99.501 72.215 ON 17 99.882 72.215 18 100.000 22.405 am TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 418.2812 10 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 907.0260 1 NM is w is au am am ir gi am IS mft 10 OM 10 _.i 40 Y: \B99 \190\ Staff \BiIIF \s20 \OPTJ \OPTJI3.FLD �eew No .11, Saved: 6/18/2003 9:20 AM Page 9 of 92 2 4 - H O U R S T O R M , m R U N O F F H Y D R O G R A P H WI HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) 110 TIME(HRS) VOLUME(AF) Q(CFS) 0. 325.0 650.0 975.0 1300.0 00 16.000 563.4932 564.07 . Q V - - 16.083 567.8230 628.69 . Q. V 16.167 573.0704 761.92 . . Q V 16.250 579.8847 989.44 . v Q - �! 16.333 587.7382 1140.33 V Q 16.417 596.4113 1259.33 . V Q - du 16.500 605.3511 1298.06 . V Q. 16.583 613.5832 1195.31 . V . Q - 16.667 620.7061 1034.25 . V .Q - mm 16.750 627.2048 943.61 . V Q. 16.833 633.5272 918.00 . VQ . 16.917 639.8724 921.34 . Q . al 17.000 646.2686 928.73 . Q . • 17.083 652.6498 926.55 . Q - - 17.167 659.0872 934.72 . --- QV. AN 17.250 665.4636 925.86 . QV. . 17.333 671.6565 899.20 . Q V. 17.417 677.5363 853.74 . . Q V. ow 17.500 682.9784 790.20 . . Q V 17.583 688.0533 736.89 . . Q V 17.667 692.8802 700.86 . .Q V • A^ 17.750 697.5284 674.92 . Q V 17.833 702.0361 654.51 . Q V • 17.917 706.4310 638.15 . Q. .V all 18.000 710.7360 625.07 . Q. .V 'f... e*+r*+r.r: ew+ :x :i +r + : :i *r* * ********* * ***** ** * * * * ***** *** +rep ** *** * * * * * * * ** ** FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE = 3.1 ii » » >FLOW- THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1««< 'IM INFLOW (STREAM 1) V effective depth #1.. (and volume) V r detention < - -> outflow basin .a.. 1 dead basin outlet V storage OUTFLOW 0 (STREAM 1) mom ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW- THROUGH DETENTION BASIN -r SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: - - -{ DEAD STORAGE(AF) = 0.000 -) SPECIFIED DEAD STORAGE(AF) FILLED = 0.000 Mw SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 259.539 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00 au BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: om INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) W 1 0.00 0.00 0.000 2 2.08 39.39 5.490 3 6.08 218.28 55.190 4 10.08 361.65 171.220 'ww 5 14.08 529.32 356.260 6 17.08 661.73 540.090 0 7 18.08 732.74 609.900 8 22.08 1057.56 905.200 9 26.08 1483.37 1215.050 AM 10 30 1844.07 1538.430 11 34.08 2303.69 1875.310 12 38.08 2675.16 2226.040 r 13 42.08 3046.64 2591.270 14 46.08 3405.75 2971.430 15 48.08 3550.77 3167.070 mil 16 50.08 5649.95 3367.470 17 52.08 9376.63 3572.540 OW MODIFIED -PULS BASIN ROUTING MODEL RESULTS(5- MINUTE COMPUTATION INTERVALS): 0 (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) 0 Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD NM il OM li javed: 6/18/2003 9:20 AM Page 10 of 92 CLOCK MEAN TIME DEAD - STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE OM (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) OM 0.083 0.000 18.16 0.00 11.93 440.4 256.631 0.167 0.000 68.38 0.00 11.87 437.9 254.086 0.250 0.000 156.93 0.00 11.83 435.9 252.165 - -- 0.333 0.000 285.36 0.00 11.81 434.5 251.138 ma 0.417 0.000 486.26 0.00 11.82 434.2 251.496 0.500 0.000 821.78 0.00 11.87 435.6 254.156 OM 0.583 0.000 1057.59 0.00 11.96 438.7 258.418 0.667 0.000 1224.95 0.00 12.08 443.1 263.803 0.750 0.000 1371.77 0.00 12.22 448.4 270.162 0.833 0.000 1502.91 0.00 12.37 454.6 277.382 mm 0.917 0.000 1613.46 0.00 12.55 461.4 285.316 1.000 0.000 1713.90 0.00 12.73 468.9 293.890 hi 1.083 0.000 1802.06 0.00 12.93 476.9 303.016 1.167 0.000 1881.95 0.00 13.14 485.4 312.634 1.250 0.000 1952.20 0.00 13.35 494.3 322.675 1.333 0.000 2014.99 0.00 13.58 503.6 333.084 mum 1.417 0.000 2069.81 0.00 13.81 513.2 343.804 1.500 0.000 2116.97 0.00 14.05 523.0 354.782 ill 1.583 0.000 2156.78 0.00 14.24 532.1 365.971 1.667 0.000 2191.63 0.00 14.42 540.4 377.343 1.750 0.000 2220.25 0.00 14.61 548.7 388.855 OM 1.833 0.000 2246.35 0.00 14.80 557.0 400.490 1.917 0.000 2269.81 0.00 14.99 565.4 412.228 2.000 0.000 2287.27 0.00 15.19 573.9 424.029 NM 2.083 0.000 2302.03 0.00 15.38 582.4 435.872 2.167 0.000 2315.70 0.00 15.57 590.9 447.750 2.250 0.000 2328.28 0.00 15.77 599.5 459.656 __ 2.333 0.000 2340.13 0.00 15.96 608.1 471.585 2.417 0.000 2351.20 0.00 16.16 616.7 483.531 2.500 0.000 2361.78 0.00 16.35 625.3 495.490 OM 2.583 0.000 2371.78 0.00 16.55 633.9 507.459 2.667 0.000 2381.44 0.00 16.74 642.5 519.435 ._, 2.750 0.000 2390.55 0.00 16.94 651.2 531.414 a+ 2.833 0.000 2399.35 0.00 17.13 660.3 543.391 2.917 0.000 2407.71 0.00 17.30 671.2 555.350 OM 3.000 0.000 2415.89 0.00 17.47 683.3 567.283 3.083 0.000 2423.74 0.00 17.64 695.4 579.186 3.167 0.000 2431.51 0.00 17.81 707.5 591.059 3.250 0.000 2439.03 0.00 17.98 719.6 602.901 mom 3.333 0.000 2446.54 0.00 18.15 731.8 614.710 3.417 0.000 2453.85 0.00 18.30 744.5 626.482 OO 3.500 0.000 2461.20 0.00 18.46 757.4 638.216 3.583 0.000 2468.40 0.00 18.62 770.3 649.911 3.667 0.000 2475.67 0.00 18.78 783.2 661.567 3.750 0.000 2482.23 0.00 18.94 796.0 673.181 " 3.833 0.000 2488.33 0.00 19.09 808.7 684.749 3.917 0.000 2494.33 0.00 19.25 821.4 696.270 O M 4.000 0.000 2500.45 0.00 19.41 834.1 707.747 4.083 0.000 2506.47 0.00 19.56 846.7 719.178 4.167 0.000 2512.63 0.00 19.71 859.2 730.565 4.250 0.000 2518.70 0.00 19.87 871.7 741.908 s+ 4.333 0.000 2524.92 0.00 20.02 884.2 753.208 4.417 0.000 2531.07 0.00 20.17 896.6 764.465 O W 4.500 0.000 2537.37 0.00 20.33 908.9 775.680 4.583 0.000 2543.60 0.00 20.48 921.2 786.853 4.667 0.000 2549.99 0.00 20.63 933.5 797.986 4.750 0.000 2556.31 0.00 20.78 945.7 809.078 mos 4.833 0.000 2562.81 0.00 20.93 957.9 820.131 4.917 0.000 2569.24 0.00 21.08 970.0 831.145 ill 5.000 0.000 2575.85 0.00 21.23 982.1 842.121 - 7 5.083 0.000 2582.39 0.00 21.37 994.2 853.059 5.167 0.000 2589.12 0.00 21.52 1006.2 863.961 ,^, 5.250 0.000 2595.78 0.00 21.67 1018.2 874.826 5.333 0.000 2602.64 0.00 21.82 1030.1 885.656 5.417 0.000 2609.44 0.00 21.96 1042.0 896.451 • 5.500 0.000 2616.44 0.00 22.11 1054.1 907.211 5.583 0.000 2623.41 0.00 22.24 1067.7 917.925 5.667 0.000 2630.67 0.00 22.38 1082.4 928.588 we 5.750 0.000 2637.90 0.00 22.52 1097.0 939.201 5.833 0.000 2645.33 0.00 22.66 1111.5 949.764 5.917 0.000 2652.66 0.00 22.79 1126.0 960.278 O N 6.000 0.000 2660.20 0.00 22.93 1140.4 970.745 6.083 0.000 2667.66 0.00 23.06 1154.8 981.164 6.167 0.000 2675.32 0.00 23.19 1169.1 991.538 w 6.250 0.000 2682.91 0.00 23.33 1183.3 1001.865 6.333 0.000 2690.72 0.00 23.46 1197.5 1012.150 6.417 0.000 2698.46 0.00 23.59 1211.6 1022.390 6.500 0.000 2706.43 0.00 23.72 1225.6 1032.588 6.583 0.000 2714.32 0.00 23.86 1239.6 1042.745 6.667 0.000 2722.47 0.00 23.99 1253.5 1052.862 an 6.750 0.000 2730.53 0.00 24.12 1267.4 1062.938 6.833 0.000 2738.84 0.00 24.25 1281.2 1072.977 OM 6.917 0.000 2747.10 0.00 24.38 1295.0 1082.978 7.000 0.000 2755.60 0.00 24.50 1308.7 1092.943 7.083 0.000 2764.04 0.00 24.63 1322.4 1102.871 7.167 0.000 2772.75 0.00 24.76 1336.0 1112.766 mm 7.250 0.000 2781.38 0.00 24.89 1349.6 1122.627 7.333 0.000 2790.29 0.00 25.01 1363.1 1132.456 ON 7.417 0.000 2799.12 0.00 25.14 1376.6 1142.253 7.500 0.000 2808.25 0.00 25.27 1390.0 1152.021 i 7.583 0.000 2817.31 0.00 25.39 1403.4 1161.758 mm 7.667 0.000 2826.67 0.00 25.52 1416.8 1171.468 7.750 0.000 2835.95 0.00 25.64 1430.1 1181.150 7.833 0.000 2845.55 0.00 25.77 1443.4 1190.806 OM 7.917 0.000 2855.07 0.00 25.89 1456.7 1200.437 am Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD 0 ow S Saved: 6/18/2003 9:20 AM Page 11 of 92 8.000 0.000 2864.92 0.00 26.02 1469.9 1210.045 8.083 0.000 2874.69 0.00 26.14 1482.5 1219.633 ow 8.167 0.000 2884.80 0.00 26.26 1493.8 1229.213 8.250 0.000 2894.83 0.00 26.37 1504.5 1238.788 8.333 0.000 2905.21 0.00 26.49 1515.2 1248.361 8.417 0.000 2915.52 0.00 26.61 1525.9 1257.932 8.500 0.000 2926.19 0.00 26.73 1536.5 1267.503 8.583 0.000 2936.78 0.00 26.85 1547.2 1277.073 ow 8.667 0.000 2947.75 0.00 26.97 1557.9 1286.645 8.750 0.000 2958.64 0.00 27.08 1568.6 1296.218 En 8.833 0.000 2969.93 0.00 27.20 1579.2 1305.796 8.917 0.000 2981.14 0.00 27.32 1589.9 1315.377 9.000 0.000 2992.76 0.00 27.44 1600.6 1324.965 9.083 0.000 3004.30 0.00 27.56 1611.3 1334.558 on 9.167 0.000 3016,27 0.00 27.68 1622.0 1344.161 9.250 0.000 3028.16 0.00 27.80 1632.7 1353.771 • 9.333 0.000 3040.49 0.00 27.91 1643.5 1363.392 9.417 0.000 3052.76 0.00 28.03 1654.2 1373.024 9.500 0.000 3065.48 0.00 28.15 1665.0 1382.670 sew 9.583 0.000 3078.14 0.00 28.27 1675.7 1392.328 9.667 0.000 3091.27 0.00 28.39 1686.5 1402.003 9.750 0.000 3104.34 0.00 28.51 1697.3 1411.693 • 9.833 0.000 3117,91 0.00 28.63 1708.1 1421.403 9.917 0.000 3131.42 0.00 28.75 1719.0 1431.130 10.000 0.000 3145.44 0.00 28.87 1729.8 1440.880 101. 10.083 0.000 3159.41 0.00 28.99 1740.7 1450.650 10.167 0,000 3173.92 0.00 29.12 1751.6 1460,446 kg 10.250 0.000 3188.38 0.00 29.24 1762.6 1470.266 10.333 0,000 3203.40 0.00 29.36 1773.5 1480.113 10.417 0.000 3218.38 0.00 29.48 1784.5 1489.988 10.500 0.000 3233.96 0.00 29.60 1795.6 2499.895 .. 10.583 0,000 3249,50 0.00 29.73 1806.6 1509.832 10.667 0.000 3265,66 0.00 29.85 1817.7 1519.804 10.750 0.000 3281,79 0.00 29.97 1828.9 1529.810 10.833 0.000 3298.57 0.00 30.10 1840.2 1539.853 - 1 10.917 0.000 3315.33 0.00 30.22 1852.9 1549.925 - --' 11.000 0.000 3332.79 0.00 30.34 1866.6 1560.023 11.083 0.000 3350.23 0.00 30.46 1880.4 1570.145 11.167 0.000 3368.40 0.00 30.58 1894.3 1580.298 OW 11.250 0.000 3386.56 0.00 30.70 1908.1 1590.480 11.333 0.000 3405.50 0.00 30.82 1922.1 1600.697 11.417 0.000 3424.45 0.00 30.94 1936.0 1610.947 11.500 0.000 3444.22 0.00 31.06 1950.0 1621.238 e.. 11.583 0.000 3464.00 0.00 31.19 1964.1 1631.568 11.667 0.000 3484.67 0.00 31.31 1978.2 1641.943 kw 11.750 0.000 3505.36 0.00 31.43 1992.4 1652.363 11.833 0.000 3526.99 0.00 31.56 2006.7 1662.833 11.917 0.000 3548.68 0.00 31.68 2021.0 1673.354 12.000 0.000 3571.36 0.00 31.81 2035.4 1683.933 12,083 0.000 3601.91 0.00 31.93 2049.9 1694.622 12,167 0.000 3647.45 0.00 32.06 2064.6 1705.523 W 12.250 0.000 3709.34 0.00 32.20 2079.7 1716.746 12.333 0.000 3790.78 0.00 32.34 2095.3 1728.423 12.417 0.000 3905.97 0.00 32.48 2111.7 1740.780 ^„ 12.500 0.000 4082.22 0.00 32.64 2129.3 1754.230 12.583 0.000 4210.18 0.00 32.81 2148.2 1768.431 12.667 0.000 4302.19 0.00 32.99 2167.9 1783.130 Om 12.750 0.000 4380.49 0.00 33.16 2188.2 1798.228 12.833 0.000 4450.35 0.00 33.35 2209.1 1813.664 12.917 0.000 4510.98 0.00 33.53 2230.3 1829.371 ow 13.000 0.000 4568.22 0.00 33.72 2251.9 1845.323 13.083 0.000 4619.63 0.00 33.92 2273.8 1861.479 13.167 0.000 4668.06 0.00 34.11 2295.6 1877.819 kW 13.250 0.000 4713.09 0.00 34.30 2315.1 1894.334 __ 13.333 0.000 4756.90 0.00 34.49 2332.7 1911.029 ._j 13.417 0.000 4798.30 0.00 34.68 2350.4 1927.888 w.. 13.500 0.000 4838.40 0.00 34.87 2368.4 1944.899 13.583 0.000 4876.29 0.00 35.07 2386.5 1962.046 im 13.667 0.000 4913.99 0.00 35.27 2404.7 1979.328 13.750 0.000 4949.87 0.00 35.46 2423.1 1996.730 13.833 0.000 4986.67 0.00 35.66 2441.6 2014.258 13.917 0.000 5023.24 0.00 35.87 2460.2 2031.910 mom 14.000 0.000 5059.24 0.00 36.07 2479.0 2049.680 14.083 0.000 5113.79 0.00 36.27 2497.9 2067.696 Ili 14.167 0.000 5204.25 0.00 36.49 2517.3 2086.202 14.250 0.000 5337.25 0.00 36.71 2537.3 2105.485 14.333 0.000 5517.43 0.00 36.94 2558.3 2125.865 14.417 0.000 5776.62 0.00 37.19 2580.7 2147.876 °^ 14.500 0.000 6169.04 0.00 37.47 2605.4 2172.419 14.583 0.000 6439.65 0.00 37.77 2632.3 2198.641 • 14.667 0.000 6612.65 0.00 38.08 2660.6 2225.859 14.750 0.000 6744.91 0.00 38.38 2689.2 2253.791 14.833 0.000 6846.98 0.00 38.70 2717.8 2282.229 .. 14.917 0.000 6922.44 0.00 39.01 2746.9 2310.986 15.000 0.000 6980.97 0.00 39.33 2776.3 2339.944 15.083 0.000 7020.15 0.00 39.65 2805.8 2368.969 • 15.167 0.000 7042.80 0.00 39.96 2835.3 2397.946 15.250 0.000 7052.64 0.00 40.28 2864.7 2426.789 15.333 0.000 7049.95 0.00 40.59 2893.9 2455.412 w. 15.417 0.000 7005.09 0.00 40.90 2922.8 2483.528 15.500 0.000 6890.34 0.00 41.20 2950.9 2510.659 15.583 0.000 6699.18 0.00 41.48 2977.7 2536.290 OM 15.667 0.000 6428.23 0.00 41.74 3002.7 2559.881 15.750 0.000 6031.71 0.00 41.96 3025.2 2580.587 15.833 0.000 5431.92 0.00 42.14 3043.9 2597.033 am 15.917 0.000 5085.48 0.00 42.29 3058.7 2610.991 16.000 0.000 4973.39 0.00 42.43 3071.5 2624.090 ill 16.083 0.000 5157.85 0.00 42.58 3084.4 2638.370 16.167 0.000 5586.24 0.00 42.76 3099.2 2655.498 on Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD OW Saved: 6/18/2003 9:20 API Page 12 of 92 S S 16.250 0.000 6180.83 0.00 42.98 3117.3 2676.597 16.333 0.000 6870.73 0.00 43.25 3139.4 2702.295 16.417 0.000 7802.33 0.00 43.58 3166.6 2734.221 mom 16.500 0.000 8884.96 0.00 44.00 3200.2 2773.373 16.583 0.000 7741.29 0.00 44.32 3233.3 2804.419 • 16.667 0.000 6830.54 0.00 44.58 3259.6 2829.012 16.750 0.000 6578.57 0.00 44.82 3281.9 2851.717 16.833 0.000 6761.57 0.00 45.07 3303.9 2875.530 an 16.917 0.000 6872.14 0.00 45.33 3326.7 2899.948 17.000 0.000 6988.14 0.00 45.59 3350.1 2925.003 OM 17.083 0.000 7036.16 0.00 45.86 3373.8 2950.226 17.167 0.000 7075.99 0.00 46.12 3397.3 2975.562 17.250 0.000 7056.91 0.00 46.38 3418.1 3000.623 17.333 0.000 7000.03 0.00 46.63 3436.5 3025.165 nw 17.417 0.000 6823.93 0.00 46.87 3454.2 3048.373 17.500 0.000 6473.90 0.00 47.08 3470.5 3069.058 le 17.583 0.000 6205.00 0.00 47.27 3485.1 3087.790 17.667 0.000 6023.59 0.00 47.45 3498.4 3105.181 17.750 0.000 5856.38 0.00 47.61 3510.9 3121.335 17.833 0.000 5727.27 0.00 47.77 3522.5 3136.520 wm 17.917 0.000 5606.31 0.00 47.91 3533.4 3150.796 18.000 0.000 5460.91 0.00 48.05 3543.6 3164.000 • 18.083 0.000 5345.28 0.00 48.17 3596.6 3176.044 18.167 0.000 5236.56 0.00 48.28 3700.2 3186.625 18.250 0.000 5119.72 0.00 48.37 3803.1 3195.693 18.333 0.000 4981.88 0.00 48.44 3890.0 3203.213 Om 18.417 0.000 4812.49 0.00 48.50 3960.1 3209.083 18.500 0.000 4586.70 0.00 48.54 4011.6 3213.044 18.583 0.000 4412.01 0.00 48.56 4045.6 3215.568 18.667 0.000 4275.84 0.00 48.58 4066.3 3217.011 18.750 0.000 4157.44 0.00 48.58 4076.8 3217.566 oft 18.833 0.000 4050.18 0.00 48.58 4078.7 3217.370 18.917 0.000 3954.55 0.00 48.57 4073.4 3216.552 19.000 0.000 3869.68 0.00 48.56 4062.1 3215.226 • 19.083 0.000 3794.90 0.00 48.54 4046.1 3213.496 -- j 19.167 0.000 3726.92 0.00 48.52 4026.3 3211.434 ,_..) 19.250 0.000 3664.06 0.00 48.50 4003.3 3209.098 Pm 19.333 0.000 3605.18 0.00 48.47 3977.6 3206.534 19.417 0.000 3550.55 0.00 48.45 3949.8 3203.784 19.500 0.000 3499.83 0.00 48.42 3920.2 3200.889 Ms 19.583 0.000 3452.26 0.00 48.39 3889.3 3197.880 19.667 0.000 3406.51 0.00 48.36 3857.2 3194.776 19.750 0.000 3359.20 0.00 48.32 3824.2 3191.573 ow 19.833 0.000 3314.79 0.00 48.29 3790.3 3188.299 19.917 0.000 3277.55 0.00 48.26 3755.9 3185.004 20.000 0.000 3244.26 0.00 48.23 3721.4 3181.719 20.083 0.000 3212.15 0.00 48.19 3687.1 3178.448 20.167 0.000 3180.40 0.00 48.16 3652.9 3175.194 20.250 0.000 3149.74 0.00 48.13 3618.9 3171.962 om 20.333 0.000 3120.07 0.00 48.10 3585.2 3168.759 20.417 0.000 3091.34 0.00 48.06 3559.0 3165.538 20.500 0.000 3063.47 0.00 48.03 3548.4 3162.198 Ow 20.583 0.000 3036.39 0.00 47.99 3545.9 3158.690 20.667 0.000 3010.09 0.00 47.96 3543.2 3155.018 20.750 0.000 2985.13 0.00 47.92 3540.4 3151.194 ... 20.833 0.000 2961.46 0.00 47.88 3537.5 3147.227 20.917 0.000 2938.54 0.00 47.84 3534.5 3143.122 i 21.000 0.000 2916.31 0.00 47.79 3531.4 3138.886 21.083 0.000 2894.73 0.00 47.75 3528.3 3134.523 21.167 0.000 2873.76 0.00 47.70 3525.0 3130.038 21.250 0.000 2853.37 0.00 47.65 3521.6 3125.436 11.4 21.333 0.000 2833.52 0.00 47.61 3518.2 3120.721 21.417 0.000 2814.18 0.00 47.56 3514.6 3115.897 iir 21.500 0.000 2795.33 0.00 47.51 3511.0 3110.968 T 21.583 0.000 2776.95 0.00 47.46 3507.3 3105.938 _ 1 21.667 0.000 2759.00 0.00 47.40 3503.6 3100.811 oft 21.750 0.000 2741.73 0.00 47.35 3499.7 3095.590 21.833 0.000 2725.10 0.00 47.30 3495.8 3090.282 21.917 0.000 2708.87 0.00 47.24 3491.9 3084.890 00 22.000 0.000 2693.02 0.00 47.18 3487.8 3079.416 22.083 0.000 2677.52 0.00 47.13 3483.7 3073.864 22.167 0.000 2662.37 0.00 47.07 3479.6 3068.236 em 22.250 0.000 2647.54 0.00 47.01 3475.4 3062.534 22.333 0.000 2633.03 0.00 46.95 3471.1 3056.762 22.417 0.000 2618.82 0.00 46.89 3466.8 3050.922 O m 22.500 0.000 2604.91 0.00 46.83 3462.5 3045.016 22.583 0.000 2591.29 0.00 46.77 3458.1 3039.046 22.667 0.000 2577.95 0.00 46.71 3453.6 3033.015 - 22.750 0.000 2565.01 0.00 46.65 3449.1 3026.926 22.833 0.000 2552.46 0.00 46.58 3444.6 3020.782 km 22.917 0.000 2540.16 0.00 46.52 3440.0 3014.584 23.000 0.000 2528.03 0.00 46.46 3435.4 3008.335 23.083 0.000 2516.10 0.00 46.39 3430.8 3002.036 23.167 0.000 2504.34 0.00 46.33 3426.1 2995.688 on 23.250 0.000 2492.77 0.00 46.26 3421.4 2989.292 23.333 0.000 2481.38 0.00 46.20 3416.6 2982.851 • 23.417 0.000 2470.17 0.00 46.13 3411.8 2976.366 23.500 0.000 2459.14 0.00 46.06 3406.8 2969.839 23.583 0.000 2448.28 0.00 45.99 3401.1 2963.277 23.667 0.000 2437.59 0.00 45.92 3394.9 2956.683 mm 23.750 0.000 2427.07 0.00 45.86 3388.7 2950.061 23.833 0.000 2416.72 0.00 45.79 3382.4 2943.410 le 23.917 0.000 2406.52 0.00 45.71 3376.1 2936.732 24.000 0.000 2396.48 0.00 45.64 3369.8 2930.028 _1 24.083 0.000 2368.02 0.00 45.57 3363.4 2923.173 ow 24.167 0.000 2305.87 0.00 45.50 3356.7 2915.936 24.250 0.000 2201.84 0.00 45.41 3349.6 2908.031 24.333 0.000 2050.77 0.00 45.32 3341.7 2899.140 O 0 24.417 0.000 1816.89 0.00 45.21 3332.5 2888.702 " Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD ow SS PM 0aved: 6/18/2003 9:20 AM Paae 13 of 92 Oli 24.500 0.000 1442.86 0.00 45.07 3321.5 2875.764 24.583 0.000 1177.84 0.00 44.92 3308.5 2861.090 24.667 0.000 998.08 0.00 44.75 3294.1 2845.278 um 24.750 0.000 851.36 0.00 44.58 3278.7 2828.560 24.833 0.000 729.48 0.00 44.39 3262.6 2811.115 O n 24.917 0.000 632.77 0.00 44.20 3245.8 2793.119 25.000 0.000 547.09 0.00 44.01 3228.6 2774.651 25.083 0.000 474.80 0.00 43.81 3211.0 2755.807 ow 25.167 0.000 411.38 0.00 43.61 3193.0 2736.650 25.250 0.000 355.89 0.00 43.41 3174.8 2717.236 25.333 0.000 306.35 0.00 43.20 3156.4 2697.608 OM 25.417 0.000 264.79 0.00 42.99 3137.7 2677.822 25.500 0.000 231.01 0.00 42.78 3119.0 2657.932 25.583 0.000 202.98 0.00 42.57 3100.2 2637.979 we 25.667 0.000 178.15 0.00 42.36 3081.3 2617.985 25.750 0.000 157.98 0.00 42.15 3062.4 2597.982 OM 25.833 0.000 139.20 0.00 41.93 3043.1 2577.983 25.917 0.000 122.55 0.00 41.72 3023.0 2558.008 26.000 0.000 112.69 0.00 41.50 3002.7 2538.104 26.083 0.000 105.85 0.00 41.28 2982.5 2518.292 am 26.167 0.000 99.66 0.00 41.06 2962.4 2498.577 26.250 0.000 93.73 0.00 40.85 2942.4 2478.958 II 26.333 0.000 88.04 0.00 40.64 2922.5 2459.437 26.417 0.000 82.57 0.00 40.42 2902.7 2440.014 26.500 0.000 77.31 0.00 40.21 2883.0 2420.691 26.583 0.000 72.24 0.00 40.00 2863.4 2401.469 aim 26.667 0.000 67.39 0.00 39.79 2843.9 2382.347 26.750 0.000 62.76 0.00 39.58 2824.5 2363.327 ill 26.833 0.000 58.36 0.00 39.38 2805.2 2344.409 26.917 0.000 54.17 0.00 39.17 2786.0 2325.595 27.000 0.000 50.18 0.00 38.97 2766.9 2306.885 ww 27.083 0.000 46.39 0.00 38.76 2747.9 2288.280 27.167 0.000 42.76 0.00 38.56 2729.1 2269.779 27.250 0.000 39.30 0.00 38.36 2710.3 2251.384 am 27.333 0.000 36.00 0.00 38.16 2691.6 2233.094 --- 27.417 0.000 32.83 0.00 37.95 2672.9 2214.912 -j 27.500 0.000 29.81 0.00 37.75 2653.8 2196.841 ' 27.583 0.000 26.91 0.00 37.54 2634.7 2178.880 27.667 0.000 24.12 0.00 37.34 2615.8 2161.032 27.750 0.000 22.04 0.00 37.14 2596.9 2143.299 O s 27.833 0.000 20.61 0.00 36.94 2578.2 2125.684 27.917 0.000 19.27 0.00 36.74 2559.6 2108.189 28.000 0.000 18.01 0.00 36.54 2541.1 2090.812 .... 28.083 0.000 16.84 0.00 36.34 2522.8 2073.553 28.167 0.000 15.75 0.00 36.15 2504.6 2056.413 28.250 0.000 14.72 0.00 35.95 2486.5 2039.389 Os 28.333 0.000 13.77 0.00 35.76 2468.5 2022.483 28.417 0.000 12.87 0.00 35.57 2450.7 2005.694 28.500 0.000 12.04 0.00 35.38 2433.0 1989.021 w.. 28.583 0.000 11.25 0.00 35.19 2415.4 1972.464 - 28.667 0.000 10.52 0.00 35.00 2397.9 1956.022 28.750 0.000 9.84 0.00 34.81 2380.5 1939.695 ow 28.833 0.000 9.20 0.00 34.63 2363.3 1923.482 28.917 0.000 8.60 0.00 34.45 2346.2 1907.383 29.000 0.000 8.04 0.00 34.26 2329.2 1891.397 *^" 29.083 0.000 7.52 0.00 34.08 2312.3 1875.524 29.167 0.000 7.03 0.00 33.90 2293.2 1859.779 OS 29.250 0.000 6.57 0.00 33.71 2271.9 1844.178 29.333 0.000 6.15 0.00 33.53 2250.7 1828.720 29.417 0.000 5.75 0.00 33.34 2229.7 1813.403 29.500 0.000 5.37 0.00 33.16 2208.9 1798.228 1 °" 29.583 0.000 5.02 0.00 32.99 2188.3 1783.191 29.667 0.000 4.70 0.00 32.81 2167.8 1768.294 iho 29.750 0.000 4.39 0.00 32.63 2147.6 1753.533 29.833 0.000 4.11 0.00 32.46 2127.6 1738.909 �.J 29.917 0.000 3.84 0.00 32.29 2107.7 1724.419 30.000 0.000 3.59 0.00 32.12 2088.0 1710.064 ..•. 30.083 0.000 3.36 0.00 31.95 2068.5 1695.841 30.167 0.000 3.14 0.00 31.78 2049.2 1681.749 OW 30.250 0.000 2.93 0.00 31.62 2030.1 1667.788 30.333 0.000 2.74 0.00 31.45 2011.1 1653.956 30.417 0.000 2.57 0.00 31.29 1992.3 1640.253 ww 30.500 0.000 2.40 0.00 31.13 1973.7 1626.676 30.583 0.000 2.24 0.00 30.97 1955.3 1613.225 30.667 0.000 2.10 0.00 30.81 1937.0 1599.899 • 30.750 0.000 1.96 0.00 30.65 1918.9 1586.697 30.833 0.000 1.83 0.00 30.50 1901.0 1573.617 30.917 0.000 1.71 0.00 30.34 1883.2 1560.659 ,g. 31.000 0.000 1.60 0.00 30.19 1865.6 1547.822 31.083 0.000 1.50 0.00 30.04 1848.6 1535.100 31.167 0.000 1.40 0.00 29.88 1833.3 1522.484 • 31.250 0.000 1.31 0.00 29.73 1819.3 1509.964 31.333 0.000 1.23 0.00 29.57 1805.4 1497.538 31.417 0.000 1.15 0.00 29.42 1791.6 1485.208 mm 31.500 0.000 1.07 0.00 29.27 1777.9 1472.971 31.583 0.000 1.00 0.00 29.12 1764.3 1460.827 R 31.667 0.000 0.94 0.00 28.97 1750.8 1448.776 31.750 0.000 0.88 0.00 28.82 1737.4 1436.816 31.833 0.000 0.82 0.00 28.68 1724.1 1424.948 31.917 0.000 0.77 0.00 28.53 1710.9 1413.170 w ' 32.000 0.000 0.72 0.00 28.39 1697.8 1401.481 32.083 0.000 0.67 0.00 28.24 1684.8 1389.882 MO 32.167 0.000 0.63 0.00 28.10 1672.0 1378.372 32.250 0.000 0.58 0.00 27.96 1659.2 1366.949 i 32.333 0.000 0.55 0.00 27.82 1646.5 1355.613 Ow 32.417 0.000 0.51 0.00 27.68 1633.9 1344.364 32.500 0.000 0.48 0.00 27.54 1621.4 1333.201 32.583 0.000 0.45 0.00 27.40 1609.0 1322.123 is 32.667 0.000 0.42 0.00 27.27 1596.7 1311.129 Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD ow Mill _ Oft Saved: 6/18/2003 9,20 AM Page 14 of 92 Ow 32.750 0.000 0.39 0.00 27.13 1584.5 1300.220 32.833 0.000 0.37 0.00 27.00 1572.3 1289.394 se. 32.917 0.000 0.34 0.00 26.87 1560.3 1278.650 33.000 0.000 0.32 0.00 26.73 1548.4 1267.989 33.083 0.000 0.30 0.00 26.60 1536.5 1257.409 AO 33.167 0.000 0.28 0.00 26.47 1524.8 1246.909 33.250 0.000 0.26 0.00 26.35 1513.1 1236.490 -- 33.333 0.000 0.24 0.00 26.22 1501.5 1226.151 mm 33.417 0.000 0.23 0.00 26.09 1490.0 1215.891 33.500 0.000 0.21 0.00 25.96 1477.4 1205.717 il 33.583 0.000 0.20 0.00 25.83 1463.6 1195.639 33.667 0.000 0.19 0.00 25.70 1449.8 1185.655 33.750 0.000 0.17 0.00 25.57 1436.2 1175.765 33.833 0.000 0.16 0.00 25.45 1422.7 1165.969 omm 33.917 0.000 0.15 0.00 25.32 1409.3 1156.264 34.000 0.000 0.14 0.00 25.20 1396.0 1146.651 II 34.083 0.000 0.13 0.00 25.07 1382.8 1137.128 34.167 0.000 0.12 0.00 24.95 1369.8 1127.695 34.250 0.000 0.12 0.00 24.83 1356.9 1118.351 34.333 0.000 0.11 0.00 24.71 1344.1 1109.095 W ' 34.417 0.000 0.10 0.00 24.59 1331.5 1099.926 34.500 0.000 0.10 0.00 24.48 1318.9 1090.843 • 34.583 0.000 0.09 0.00 24.36 1306.5 1081.846 34.667 0.000 0.08 0.00 24.25 1294.2 1072.933 34.750 0.000 0.08 0.00 24.13 1282.0 1064.104 34.833 0.000 0.07 0.00 24.02 1269.9 1055.359 !rw 34.917 0.000 0.07 0.00 23.91 1258.0 1046.696 35.000 0.000 0.06 0.00 23.80 1246.1 1038.114 ill 35.083 0.000 0.06 0.00 23.69 1234.4 1029.613 35.167 0.000 0.06 0.00 23.58 1222.7 1021.193 35.250 0.000 0.05 0.00 23.47 1211.2 1012.851 35.333 0.000 0.05 0.00 23.36 1199.8 1004.588 pm 35.417 0.000 0.05 0.00 23.26 1188.5 996.403 35.500 0.000 0.04 0.00 23.15 1177.3 988.295 ii 35.583 0.000 0.04 0.00 23.05 1166.2 980.264 35.667 0.000 0.04 0.00 22.95 1155.2 972.308 __J 35.750 0.000 0.03 0.00 22.84 1144.4 964.427 .Pm 35.833 0.000 0.03 0.00 22.74 1133.6 956.620 35.917 0.000 0.03 0.00 22.64 1122.9 948.886 • PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 7159.749 AF BASIN STORAGE = 0.000 AF (WITH 259.539 AF INITIALLY FILLED) NM OUTFLOW VOLUME = 7419.293 AF LOSS VOLUME = 0.000 AF ill FLOW PROCESS FROM NODE 114.00 TO NODE 114.10 IS CODE = 5.2 imm >» »MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« « < ir THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, al U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: " BASEWIDTH(FT) = 16.00 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 41, DOWNSTREAM ELEVATION(FT) = 87.98 CHANNEL LENGTH(FT) = 450.00 MANNING'S FACTOR = 0.015 -1 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: NO MAXIMUM INFLOW(CFS) = 4078.69 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3053.73 CHANNEL NORMAL VELOCITY FOR Q = 3053.73 CFS = 33.34 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.951 pm MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE NO UNIT INTERVALS IS CSTAR = 1.000 SIM CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS MO TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 3071.46 3070.91 3070.91 pm 16.083 3084.39 3083.83 3083.83 16.167 3099.22 3098.59 3098.59 is 16.250 3117.28 3116.50 3116.50 16.333 3139.38 3138.43 3138.43 16.417 3166.60 3165.43 3165.43 16.500 3200.17 3198.73 3198.73 16.583 3233.32 3231.90 3231.90 16.667 3259.60 3258.48 3258.48 ir 16.750 3281.94 3280.99 3280.99 . 16.833 3303.91 3302.97 3302.97 A 16.917 3326.69 3325.72 3325.72 wm 17.000 3350.06 3349.06 3349.06 17.083 3373.81 3372.79 3372.79 17.167 3397.27 3396.26 3396.26 I 17.250 3418.10 3417.21 3417.21 ' Y: \1899\ 190\ Staff \Bi11F \s20 \OPTJ \0PTJ13.FLD ww II ;awed: 6/18/2003 9:20 AM Page 15 of 92 is 17.333 3436.49 3435.70 3435.70 17.417 3454.18 3453.43 3453.43 17.500 3470.45 3469.75 3469.75 w 17.583 3485.06 3484.44 3484.44 17.667 3498.45 3497.88 3497.88 17.750 3510.88 3510.35 3510.35 17.833 3522.50 3522.00 3522.00 - -. 17.917 3533.42 3532.95 3532.95 18.000 3543.60 3543.16 3543.16 PROCESS SUMMARY OF STORAGE: SO INFLOW VOLUME = 7419.296 AF OUTFLOW VOLUME = 7419.286 AF LOSS VOLUME = 0.000 AF wie FLOW PROCESS FROM NODE 114.10 TO NODE 114.20 IS CODE = 5.2 » » »MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD«<c< Owl = _ fa THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, w U.S. Department of Commerce). IS ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 21.00 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 ' DOWNSTREAM ELEVATION(FT) = 55.54 CHANNEL LENGTH(FT) = 1900.00 MANNING'S FACTOR = 0.015 10 CONSTANT LOSS RATE(CFS) = 0.00 e-11 `011. CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4078.61 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3053.73 44 CHANNEL NORMAL VELOCITY FOR Q = 3053.73 CFS = 30.78 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.948 aw MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE UNIT INTERVALS IS CSTAR = 1.000 or CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS .. MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 4r 16.000 3070.91 3068.40 3068.40 16.083 3083.83 3081.31 3081.31 16.167 3098.59 3095.71 3095.71 - 16.250 3116.50 3113.01 3113.01 16.333 3138.43 3134.16 3134.16 16.417 3165.43 3160.17 3160.17 SS 16.500 3198.73 3192.24 3192.24 16.583 3231.90 3225.43 3225.43 16.667 3258.48 3253.29 3253.29 16.750 3280.99 3276.60 3276.60 16.833 3302.97 3298.68 3298.68 16.917 3325.72 3321.28 3321.28 17.000 3349.06 3344.51 3344.51 __.1 17.083 3372.79 3368.16 3368.16 17.167 3396.26 3391.68 3391.68 w. 17.250 3417.21 3413.12 3413.12 17.333 3435.70 3432.09 3432.09 SO 17.417 3453.43 3449.97 3449.97 17.500 3469.75 3466.57 3466.57 17.583 3484.44 3481.57 3481.57 0.. 17.667 3497.88 3495.25 3495.25 17.750 3510.35 3507.92 3507.92 17.833 3522.00 3519.73 3519.73 SS 17.917 3532.95 3530.81 3530.81 18.000 3543.16 3541.17 3541.17 = L PROCESS SUMMARY OF STORAGE: mom INFLOW VOLUME = 7419.286 AF OUTFLOW VOLUME = 7419.292 AF SS LOSS VOLUME = 0.000 AF - • * *** **************************************** * * * ** * * * * * *** ** ** * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 114.20 TO NODE 718.00 IS CODE = 5.2 is »=»MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« c w THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE kr INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ow ASSUMED REGULAR CHANNEL INFORMATION: SO BASEWIDTH(FT) = 16.00 CHANNEL Z = 1.50 Y: \599 \190\ Staff \BillF \s20 \0PTJ \OPTJI3.FLD ow a.tll P.-.. ".,ib °R _�, ...y_ .1., A_A .. b `., - ( ► m .... 4.... - ,..i. t d ♦.' ! "M[Na+ . .... .�. .,......w,.... OM Saved: 6/18/2003 9:20 AM Page 16 of 92 IMO UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 80.11 •A CHANNEL LENGTH(FT) = 850.00 MANNING'S FACTOR = 0.015 CONSTANT LOSS RATE(CFS) = 0.00 OS CHANNEL ROUTING COEFFICIENT ESTIMATED: - MAXIMUM INFLOW(CFS) = 4078.17 AIM AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3053.72 CHANNEL NORMAL VELOCITY FOR Q = 3053.72 CFS = 31.82 FPS in ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.949 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 Om SI CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) Ma (HRS) (CFS) (CFS) (CFS) 16.000 3068.40 3067.28 3067.28 II 16.083 3081.31 3080.22 3080.22 16.167 3095.71 3094.49 3094.49 16.250 3113.01 3111.55 3111.55 w 16.333 3134.16 3132.37 3132.37 16.417 3160.17 3157.97 3157.97 16.500 3192.24 3189.53 3189.53 SS 16.583 3225.43 3222.63 3222.63 16.667 3253.29 3250.94 3250.94 16.750 3276.60 3274.63 3274.63 a_ 16.833 3298.68 3296.82 3296.82 16.917 3321.28 3319.37 3319.37 17.000 3344.51 3342.54 3342.54 • 17.083 3368.16 3366.16 3366.16 17.167 3391.68 3389.70 3389.70 A 17.250 3413.12 3411.31 3411.31 .0.e 17.333 3432.09 3430.49 3430.49 17.417 3449.97 3448.46 3448.46 ii 17.500 3466.57 3465.17 3465.17 17.583 3481.57 3480.30 3480.30 17.667 3495.25 3494.10 3494.10 17.750 3507.92 3506.85 3506.85 Pm 17.833 3519.73 3518.73 3518.73 17.917 3530.81 3529.88 3529.88 SS 18.000 3541.17 3540.30 3540.30 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 7419.292 AF ' OUTFLOW VOLUME = 7419.296 AF LOSS VOLUME = 0.000 AF ili ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 906.00 TO NODE 718.00 IS CODE = 1 Atom » »»SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< • ---------- ------------------------------- ------- --- --- --- ------ -- - - - - -- (UNIT- HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 2302.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE SS *USER ENTERED "LAG" TIME = 0.530 HOURS - 1 VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.360 LOW LOSS FRACTION = 0.260 ANIM * HYDROGRAPH MODEL #1 SPECIFIED* ill SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.57 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.13 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.54 Imit SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.86 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.26 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.02 O S *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 PO 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 SS 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 'm UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 15.723 SS RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 WO MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 MN UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH SO NUMBER MEAN VALUES ORDINATES(CFS) A Y: \B99\ 190\ Staff \BillF \s20 \OPTJ \OPTJI3.FLD O O oft Saved: 6/18/2003 9:20 AM Page 17 of 92 1 0.898 250.133 2 3.092 610.684 3 7.926 1345.862 4 16.197 2302.633 5 26.003 2729.915 6 37.505 3202.120 7 51.186 3808.807 ww 8 63.977 3560.837 9 74.641 2968.918 10 82.169 2095.664 11 87.810 1570.571 12 91.469 1018.535 13 94.302 788.950 14 96.177 521.761 15 97.449 354.121 16 98.163 198.969 17 98.458 82.099 18 98.753 82.046 19 99.048 82.097 20 99.343 82.046 21 99.637 82.046 IN 22 99.932 82.046 23 100.000 18.953 'i. TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 423.8217 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 1229.7440 Mw - - MO 40 40 40 ami ar ewe ai tor mom Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD MI �. Oft Saved: 6/18/2003 9:20 AM Page 18 of 92 0 enw 2 4 - H O U R S T O R M R U N O F F H Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) - - (Note: Time indicated is at END of Each Unit Intervals) w+ TIME(HRS) VOLUME(AF) Q(CFS) 0. 450.0 900.0 1350.0 1800.0 all 16.000 746.8519 1013.01 . . Q V 16.083 753.9395 1029.12 . . Q V 16.167 761.5340 1102.73 . . Q !m 16.250 770.1726 1254.33 . V Q 16.333 780.1105 1442.99 . V . Q i 16.417 790.7622 1546.62 . V . Q 16.500 802.1587 1654.77 . V Q • 16.583 814.3367 1768.25 . V . Q. 16.667 826.2963 1736.54 . V . Q • Pm 16.750 837.6135 1643.25 . V Q 16.833 848.0471 1514.96 . V . Q • 16.917 858.1406 1465.58 . V . Q . 17.000 867.9282 1421.15 . V .Q 17.083 877.7278 1422.90 . V .Q 17.167 887.3750 1400.77 . V .Q O1 17.250 896.8635 1377.74 . VQ . 17.333 906.0421 1332.73 . Q. • 17.417 914.8914 1284.91 . QV. 17.500 923.4493 1242.62 . Q V 17.583 931.6118 1185.19 . Q V 17.667 939.3622 1125.36 . Q V Om 17.750 946.7230 1068.79 . . Q V ' 17.833 953.7684 1023.00 . . Q -V OM 17.917 960.4828 974.92 . .Q .V - 18.000 966.9799 943.38 . Q .V pm ******** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** *it * * * * * * * * * * ** FLOW PROCESS FROM NODE 718.00 TO NODE 718.10 IS CODE = 5.2 >* »MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER ilii TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Re£erence: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). om ASSUMED REGULAR CHANNEL INFORMATION: am BASEWIDTH(FT) = 21.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 96.40 om CHANNEL LENGTH(FT) = 360.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 ill CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4990.87 PM AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3713.35 CHANNEL NORMAL VELOCITY FOR Q = 3713.35 CFS = 26.88 FPS • ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.941 - I MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE PM UNIT INTERVALS IS CSTAR = 1.000 Ille CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS o++ TIME (STREAM 1) FLOW (STREAM 1) (am) (CFS) (CFS) (CFS) 16.000 4080.29 4082.12 4082.12 16.083 4109.34 4108.12 4108.12 16.167 4197.22 4193.53 4193.53 16.250 4365.87 4358.79 4358.79 ww 16.333 4575.36 4566.56 4566.56 16.417 4704.59 4699.17 4699.17 16.500 4844.30 4838.43 4838.43 OO 16.583 4990.87 4984.72 4984.72 16.667 4987.48 4987.62 4987.62 16.750 4917.87 4920.80 4920.80 OM 16.833 4811.77 4816.23 4816.23 16.917 4784.96 4786.08 4786.08 OM 17.000 4763.69 4764.59 4764.59 17.083 4789.06 4788.00 4788.00 17.167 4790.47 4790.41 4790.41 17.250 4789.05 4789.11 4789.11 ma 17.333 4763.22 4764.31 4764.31 17.417 4733.37 4734.62 4734.62 • 17.500 4707.79 4708.86 4708.86 17.583 4665.49 4667.27 4667.27 17.667 4619.46 4621.39 4621.39 17.750 4575.63 4577.47 4577.47 NM 17.833 4541.73 4543.16 4543.16 17.917 4504.80 4506.35 4506.35 • 18.000 4483.68 4484.56 4484.56 Y: \B99 \190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD AM air Oft Saved: 6/18/2003 9:20 AM Page 19 of 92 MO PROCESS SUMMARY OF STORAGE: • INFLOW VOLUME = 8649.035 AF OUTFLOW VOLUME = 8649.046 AF LOSS VOLUME = 0.000 AF w FLOW PROCESS FROM NODE 718.10 TO NODE 718.20 IS CODE = 5.2 0 » » MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« « < THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER w TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, MO Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 9.00 CHANNEL Z = 1.50 MO UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 91.18 - CHANNEL LENGTH(FT) = 630.00 MANNING'S FACTOR = 0.015 PP CONSTANT LOSS RATE(CFS) = 0.00 MO CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4987.62 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3713.34 ,«w CHANNEL NORMAL VELOCITY FOR Q = 3713.34 CFS = 28.85 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.944 MO MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE { UNIT INTERVALS IS CSTAR = 1.000 : mok CONVEX METHOD CHANNEL ROUTING RESULTS: ar OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 4082.12 4085.16 4085.16 16.083 4108.12 4106.33 4106.33 as 16.167 4193.53 4187.66 4187.66 16.250 4358.79 4347.43 4347.43 16.333 4566.56 4552.28 4552.28 16.417 4699.17 4690.05 4690.05 16.500 4838.43 4828.86 4828.86 16.583 4984.72 4974.66 4974.66 • 16.667 4987.62 4987.42 4987.42 16.750 4920.80 4925.39 4925.39 16.833 4816.23 4823.42 4823.42 16.917 4786.08 4788.16 4788.16 17.000 4764.59 4766.06 4766.06 17.083 4788.00 4786.39 4786.39 k 17.167 4790.41 4790.24 4790.24 17.250 4789.11 4789.20 4789.20 17.333 4764.31 4766.01 4766.01 17.417 4734.62 4736.66 4736.66 17.500 4708.86 4710.63 4710.63 17.583 4667.27 4670.12 4670.12 1 17.667 4621.39 4624.55 4624.55 1 17.750 4577.47 4580.49 4580.49 17.833 4543.16 4545.51 4545.51 17.917 4506.35 4508.88 4508.88 18.000 4484.56 4486.06 4486.06 MO PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 8649.046 AF OUTFLOW VOLUME = 8649.043 AF wrw LOSS VOLUME = 0.000 AF MO ................**************.************** ** ** * * * * * ** * * * ** ** * * **.. +..r *** FLOW PROCESS FROM NODE 718.20 TO NODE 2704.00 IS CODE = 5.2 » »»MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« « < as THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). as ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 21.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 70.30 MO CHANNEL LENGTH(FT) = 1580.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4987.42 MO AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3707.33 Y: \699 \190\ Staff \BillF \s20 \OPTJ \OPTJI3.FLD kr OM aved: 6/18/2003 9:20 AM Page 20 of 92 CHANNEL NORMAL VELOCITY FOR Q = 3707.33 CFS = 33.45 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.952 A MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 - - CONVEX METHOD CHANNEL ROUTING RESULTS: Mw OUTFLOW LESS MODEL INFLOW ROUTED LOSS MO TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 4085.16 4091.95 4091.95 16.083 4106.33 4103.16 4103.16 OM 16.167 4187.66 4175.48 4175.48 16.250 4347.43 4323.50 4323.50 • 16.333 4552.28 4521.59 4521.59 16.417 4690.05 4669.41 4669.41 16.500 4828.86 4808.06 4808.06 OM 16.583 4974.66 4952.82 4952.82 16.667 4987.42 4985.51 4985.51 16.750 4925.39 4934.68 4934.68 10 16.833 4823.42 4838.69 4838.69 16.917 4788.16 4793.44 4793.44 17.000 4766.06 4769.37 4769.37 Mm 17.083 4786.39 4783.34 4783.34 17.167 4790.24 4789.67 4789.67 17.250 4789.20 4789.35 4789.35 17.333 4766.01 4769.48 4769.48 17.417 4736.66 4741.06 4741.06 17.500 4710.63 4714.53 4714.53 Mm 17.583 4670.12 4676.19 4676.19 17.667 4624.55 4631.37 4631.37 II 17.750 4580.49 4587.09 4587.09 17.833 4545.51 4550.75 4550.75 = 17.917 4508.88 4514.37 4514.37 18.000 4486.06 4489.48 4489.48 PR = PROCESS SUMMARY OF STORAGE: 00 INFLOW VOLUME = 8649.043 AF OUTFLOW VOLUME = 8649.039 AF LOSS VOLUME = 0.000 AF mm ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 10 FLOW PROCESS FROM NODE 1201.00 TO NODE 2704.00 IS CODE = 1 » » >SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) <«<< AM (UNIT - HYDROGRAPH ADDED TO STREAM #1) OW WATERSHED AREA = 2360.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.460 HOURS P. CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) OM MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.330 MN LOW LOSS FRACTION = 0.350 *HYDROGRAPH MODEL #1 SPECIFIED* 00 SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.54 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.20 _..] SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 PM SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.67 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.85 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.03 MS *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 P. 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 MM 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 e0 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 18.116 MO RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 Om MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 MM UNIT HYDROGRAPH DETERMINATION Om INTERVAL "S" GRAPH UNIT HYDROGRAPH MO NUMBER MEAN VALUES ORDINATES(CFS) 1 1.036 295.636 Oft 2 3.896 816.326 3 10.818. 1975.555 4 21.353 3006.890 5 33.606 3497.226 s Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD all an Saved: 6/18/2003 9:20 AM Page 21 of 92 or 6 48.959 4381.851 7 63.787 4232.076 oft 8 75.789 3425.671 9 84.046 2356.646 10 89.565 1575.038 MO 11 93.271 1057.854 12 95.768 712.726 13 97.329 445.380 AM 14 98.179 242.707 15 98.519 96.991 16 98.859 96.928 17 99.198 96.959 18 99.538 96.928 19 99.878 96.928 am 20 100.000 34.934 am TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 582.8669 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 1114.3182 PM OM OW AM r OM .w. fwr. OW ON OW • wow 10 s Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD IMP PM :awed: 6/18/2003 9:20 AM Page 22 of 92 rift _ 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) om TIME(HRS) VOLUME(AF) Q(CFS) 0. 475.0 950.0 1425.0 1900.0 MO 16.000 678.2930 807.65 . Q . V 16.083 684.4517 894.24 . Q . V 16.167 691.7659 1062.02 . . Q V . OM 16.250 700.9424 1332.44 . V Q , 16.333 711.6996 1561.93 . V . Q ii 16.417 723.2991 1684.24 . V Q 16.500 735.8082 1816.32 . V . Q . 16.583 747.9503 1763.04 . . V Q 16.667 758.9359 1595.10 . V Q pm 16.750 768.5491 1395.84 . V Q. ,i.,,, 16.833 777.3488 1277.72 . QV '! 16.917 785.7566 1220.81 . Q V . 17.000 793.9811 1194.20 . Q V . 17.083 802.0239 1167.81 . . Q V . mm 17.167 809.8666 1138.77 . Q V. 17.250 817.4562 1102.00 . . Q V. 41, 17.333 824.8300 1070.67 . . Q V. . 17.417 831.9114 1028.23 . .Q V. , 17.500 838.5777 967.94 Q V 17.583 844.7935 902.54 . Q. V wm 17.667 850.5544 836.48 . 0 . V , 17.750 855.9831 788.25 . Q . V , i 17.833 861.1908 756.16 . 0 V , 17.917 866.2291 731.56 . Q ,V , V 18.000 871.1230 710.61 Q ,V , r ** ******************************** * le* ******** * * * * * ** * * * * * * * * *** * le* ** * * * * * * ** alp FLOW PROCESS FROM NODE 2704.00 TO NODE 2704.10 IS CODE = 5.2 » » *MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD, «<* mm THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER MO TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, 0 . U.S. Department of Commerce), imp ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 29.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 ,^ DOWNSTREAM ELEVATION(FT) = 87.62 CHANNEL LENGTH(FT) = 1250.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 ill0 CHANNEL ROUTING COEFFICIENT ESTIMATED: ww MAXIMUM INFLOW(CFS) = 6715.86 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 4699.00 CHANNEL NORMAL VELOCITY FOR Q = 4699.00 CFS = 27.38 FPS _ ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.942 _J MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE - UNIT INTERVALS IS CSTAR = 1.000 OW CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS mu` TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) MO 16.000 4899.60 4907.76 4907.76 16.083 4997.40 4983.39 4983.39 16.167 5237.50 5203.09 5203.09 16.250 5655.94 5595.98 5595.98 mm 16.333 6083.52 6022.25 6022.25 16.417 6353.65 6314.95 6314.95 MN 16.500 6624.39 6585.59 6585.59 16.583 6715.86 6702.76 6702.76 16.667 6580.61 6599.99 6599.99 16.750 6330.52 6366.36 6366.36 mm 16.833 6116.41 6147.09 6147.09 16.917 6014.25 6028.89 6028.89 NI 17.000 5963.57 5970.83 5970.83 17.083 5951.16 5952.94 5952.94 17.167 5928.44 5931.69 5931.69 MO 17.250 5891.35 5896.67 5896.67 17.333 5840.15 5847.49 5847.49 17.417 5769.29 5779.45 5779.45 OM 17.500 5682.47 5694.91 5694.91 17.583 5578.73 5593.60 5593.60 17.667 5467.85 5483.74 5483.74 m 17.750 5375.34 5388.59 5388.59 17.833 5306.91 5316.72 5316.72 17.917 5245.92 5254.66 5254.66 MO 18.000 5200.09 5206.65 5206.65 , - Y: \899\190\ Staff \BiliF \s20 \OPTJ \OPTJI3.FLD VW Is aved: 6/18/2003 9:20 AM Page 23 of 92 PROCESS SUMMARY OF STORAGE: ww INFLOW VOLUME = 9763.354 AF OUTFLOW VOLUME = 9763.353 AF ill LOSS VOLUME = 0.000 AF ___ ...............................4. ...* * * <.....4. * * **...... * *** *** *axe * * * ** * + 016 FLOW PROCESS FROM NODE 2704.10 TO NODE 2704.20 IS CODE = 5.2 i *> »,MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHODc «a< • THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, ill Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). OM ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 12.00 CHANNEL Z = 1.50 ill UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 64.90 CHANNEL LENGTH(FT) = 2600.00 MANNING'S FACTOP. = 0.015 woo CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) * 6702.76 AVERAGE FLOWRATE IN EXCESS OF 505 MAXIMUM INFLOW = 4698.99 .w CHANNEL NORMAL VELOCITY FOR Q = 4698.99 CFS = 30.05 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.946 kr MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE Il UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: Im OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) ... 16.000 4907.76 4925.52 4925.52 16.083 4983.39 4962.73 4962.73 • 16.167 5203.09 5143.07 5143.07 16.250 5595.98 5488.63 5488.63 16.333 ' 6022.25 5905.77 5905.77 16.417 6314.95 6234.96 6234.96 s 16.500 6585.59 6511.64 6511.64 16.583 " 6702.76 6670.73 6670.73 kw 16.667 6599.99 6628.05 6628.05 16.750 6366.36 6430.19 6430.19 16.833 6147.09 6207.01 6207.01 w 16.917 6028.89 6061.20 6061.20 17.000 5970.83 5986.70 5986.70 17.083 5952.94 5957.83 5957.83 kw 17.167 5931.69 5937.50 5937.50 17.250 5896.67 5906.24 5906.24 17.333 5847.49 5860.93 5860.93 ... 17.417 5779.45 5798.04 5798.04 17.500 5694.91 5718.01 5718.01 17.583 5593.60 5621.28 5621.28 ill 17.667 5483.74 5513.76 5513.76 17.750 5388.59 5414.59 5414.59 17.833 5316.72 5336.36 5336.36 Wm 17.917 5254.66 5271.62 5271.62 18.000 5206.65 5219.77 5219.77 PROCESS SUMMARY OF STORAGE: = z INFLOW VOLUME = 9763.353 AF OUTFLOW VOLUME = 9763.354 AF 0.4 LOSS VOLUME = 0.000 AF FLOW PROCESS FROM NODE 2704.20 TO NODE 2711.00 IS CODE = 5.2 mo > »* *MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<c «< ill = THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, '^ Hydrology, y gy, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). km ASSUMED REGULAR CHANNEL INFORMATION: ww BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 73.60 • CHANNEL LENGTH(FT) = 2000.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 W.. CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 6670.73 ii AVERAGE FLOWRATE IN EXCESS OF 505 MAXIMUM INFLOW = 4680.97 Y; \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD MN oft �aved: 6/18/2003 9:20 AM Page 24 of 92 CHANNEL NORMAL VELOCITY FOR Q = 4680.97 CFS = 31.01 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.948 on MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 OM CONVEX METHOD CHANNEL ROUTING RESULTS: WM OUTFLOW LESS MODEL INFLOW ROUTED LOSS • TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 4925.52 4941.52 4941.52 16.083 4962.73 4955.15 4955.15 on 16.167 5143.07 5106.32 5106.32 16.250 5488.63 5418.21 5418.21 kw 16.333 5905.77 5820.76 5820.76 16.417 6234.96 6167.86 6167.86 16.500 6511.64 6455.25 6455.25 , 16.583 6670.73 6638.30 6638.30 16.667 6628.05 6636.75 6636.75 16.750 6430.19 6470.51 6470.51 • 16.833 6207.01 6252.50 6252.50 16.917 6061.20 6090.91 6090.91 17.000 5986.70 6001.88 6001.88 PM 17.083 5957.83 5963.71 5963.71 17.167 5937.50 5941.64 5941.64 ii 17.250 5906.24 5912.61 5912.61 17.333 5860.93 5870.16 5870.16 17.417 5798.04 5810.85 5810.85 17.500 5718.01 5734.32 5734.32 nom 17.583 5621.28 5641.00 5641.00 17.667 5513.76 5535.67 5535.67 • 17.750 5414.59 5434.81 5434.81 17.833 5336.36 5352.30 5352.30 i 17.917 5271.62 5284.81 5284.81 i_J 18.000 5219.77 5230.34 5230.34 PROCESS SUMMARY OF STORAGE: ir INFLOW VOLUME = 9763.354 AF OUTFLOW VOLUME = 9763.360 AF LOSS VOLUME = 0.000 AF wo V FLOW PROCESS FROM NODE 1690.00 TO NODE 2711.00 IS CODE = 1 » » »SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) << «< mm (UNIT-HYDROGRAPH ADDED TO STREAM #1) alle WATERSHED AREA = 1339.000 ACRES , BASEFLOW = 0.000 CFS /SQUARE -MILE },,,■ *USER ENTERED "LAG" TIME = 0.380 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) IP MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.250 w LOW LOSS FRACTION = 0.220 * HYDROGRAPH MODEL #1 SPECIFIED* km SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.54 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.10 .A SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.45 PM SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.60 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.75 iii SPECIFIED PEAK 24 - HOUR RAINFALL(INCH) = 9.00 *USER SPECIFIED PRECIPITATION DEPTH - AREA REDUCTION FACTORS: 5 MINUTE FACTOR = 0.423 emm 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 ON 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 1°n UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 21.930 IIII RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 on MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 kW UNIT HYDROGRAPH DETERMINATION RIM INTERVAL "S" GRAPH UNIT HYDROGRAPH ill NUMBER MEAN VALUES ORDINATES(CFS) 1 1.280 207.247 as 2 5.622 703.109 3 16.129 1701.461 ili 4 30.247 2286.183 5 48.037 2880.898 .., Y: \B99\ 190\ Staff \Bi1IF \s20 \OPTJ \OPTJI3.FLD ill saved: 6/18/2003 9:20 AM Page 25 of 92 MOP 6 65.898 2892.373 7 79.093 2136.697 8 87.542 1368.218 9 92.554 811.543 10 95.746 516.857 11 97.576 296.358 12 98.322 120.910 13 98.734 66.588 14 99.145 66.573 15 99.556 66.573 16 99.967 66.573 17 100.000 5.367 mom TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 207.9312 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 751.7430 ir • RIM ibi ew eA+ kw sne IN j OM ew MM NM O ul eiw MO ,_ Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD oft Saved: 6/18/2003 9 :20 AM Page 26 of 92 UM . 1 1 M 2 4 - H O U R S T O R M R U N O F F R Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) .a. TIME(HRS) VOLUME(AF) Q(CFS) 0. 300.0 600.0 900.0 1200.0 is 16.000 466.2101 508.98 . Q V 16.083 470.2237 582.77 . Q. V . mum 16.167 475.1998 722.53 . QV 16.250 481.6559 937.42 . V .Q . 16.333 489.0222 1069.59 . V . Q am 16.417 497.0547 1166.32 . V . Q 16.500 504.8935 1138.18 . V . Q . 16.583 511.7199 991.20 . V _ Q ... 16.667 517.6194 856.61 . VQ . 16.750 523.0277 785.29 . QV . 16.833 528.3409 771.48 . Q V , . kr 16.917 533.6092 764.95 . Q V . 17.000 538.8313 758.25 . Q V . 17.083 544.0720 760.95 . Q V , . w. 17.167 549.3093 760.45 . Q V. , 17.250 554.3961 738.60 . . Q V. 17.333 559.2231 700.89 Q V. . mli 17.417 563.6407 641.43 . .Q V. 17.500 567.6968 588.95 . Q. V , 17.583 571.4725 548.23 . Q . V *s`• 17.667 575.0481 519.18 . Q . V 17.750 578.4738 497.40 . 0 . V 17.833 581.7817 480.31 . Q . V ill 17.917 584.9982 467.04 . Q ,V 18.000 588.1457 457.01 . Q ,V _ • FLOW PROCESS FROM NODE 2711.00 TO NODE 2711.00 IS CODE = 11 » »*VIEW STREAM NUMBER 1 HYDROGRAPH« «< tom STREAM HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) is (Note: Time indicated is at END of Each Unit Intervals) TIME(HRS) VOLUME(AF) Q(CFS) 0. 1925.0 3850.0 5775.0 7700.0 en+ 14.000 2911.5759 4570.91 . .V . Q , 14.083 2943.3767 4617.49 . .V . Q . k 14.167 2975.6191 4681.59 . .V . Q , 14.250 3008.5420 4780.40 . .V . Q . 14.333 3042.3818 4913.56 . .V Q . �.,. 14.417 3077.3447 5076.60 . .V Q . 14.500 3113.5491 5256.89 . .V Q _ 14.583 3150.9888 5436.25 . .V 0 • 14.667 3189.5623 5600.86 . . V Q. 14.750 3229.0945 5740.08 . . V Q. 14.833 3269.3923 5851.24 . . V Q . ... 14.917 3310.2832 5937.35 . . V Q _ 15.000 3351.6301 6003.58 . . V .0 15.083 3393.3420 6056.58 . . V .4 OM 15.167 3435.3569 6100.56 V Q JJ 15.250 3477.6270 6137.62 V Q 15.333 3520.1199 6169.96 . . V • Q s 15.417 3562.7314 6187.20 . . V . Q . 15.500 3605.2668 6176.15 . . V . Q . 15.583 3647.3582 6111.64 V . _Q • 15.667 3688.6541 5996.15 . . V .Q . 15.750 3728.8865 5841.74 . . V Q 15.833 3767.9561 5672.89 . V Q. *m 15.917 3806.0356 5529.16 . . V Q , 16.000 3843.5735 5450.50 . . V Q , . i 16.083 3881.7134 5537.92 . . V 0 - 16.167 3921.8569 5828.85 . . V Q . 16.250 3965.6284 6355.63 . V Q • 16.333 4013.0825 6890.35 . V Q am 16.417 4063.5935 7334.18 . V Q • 16.500 4115.8896 7593.43 . V Q. • 16.583 4168.4346 7629.50 . V Q. 16.667 4220.0415 7493.36 . V . 0 16.750 4270.0127 7255.80 . V . Q NM 16.833 4318.3872 7023.97 . V . . Q 16.917 4365.6040 6855.86 . V . Q • 17.000 4412.1611 6760.13 . V Q kW 17.083 4458.4741 6724.66 . V . • Q • • 17.167 4504.6318 6702.10 . V • . Q _ 17.250 4550.4390 6651.21 V • . Q .w 17.333 4595.6943 6571.05 . V . . Q • 17.417 4640.1313 6452.29 . V . • Q • 17.500 4683.6802 6323.27 . V . • Q • 17.583 4726.3057 6189.22 . V . • Q 17.667 4768.0059 6054.86 . V . •• Q . 17.750 4808.8613 5932.21 . V . Q • am 17.833 4849.0308 5832.62 . V . Q 17.917 4888.6440 5751.86 . V . Q. MO 18.000 4927.8130 5687.35 . V . Q. • 18.083 4966.7075 5647.49 . V . Q. _ ..w Y: \ 190\ Staff \BillF \520 \OPTJ \OPTJ13.FLD OW Ow Saved: 6/18/2003 9:20 AM Page 27 of 92 ig 18.167 5005.5947 5646.40 . . V. Q. . 18.250 5044.6987 5677.90 . V. Q. . 18.333 5084.0840 5718.75 . . V. Q. . wr 18.417 5123.6982 5751.97 . V. Q. . 18.500 5163.4272 5768.66 . . V. Q. . • 18.583 5203.1406 5766.39 V. Q. . 18.667 5242.7314 5748.56 . . V. Q. . 18.750 5282.1333 5721.14 . . V Q. . w+w 18.833 5321.3130 5688.87 . . V Q. . 18.917 5360.2534 5654.18 . V Q. . 19.000 5398.9448 5618.01 . . V Q. . MO 19.083 5437.3755 5580.15 . . V Q . . 19.167 5475.5337 5540.54 . . V Q . . 19.250 5513.4082 5499.41 . . V Q . . w 19.333 5550.9907 5456.99 . . .V Q . . 19.417 5588.2744 5413.57 . . .V Q . . 19.500 5625.2520 5369.11 . . .V Q . ▪ 19.583 5661.9160 5323.64 . . .V Q . 19.667 5698.2617 5277.38 . . .V Q . 19.750 5734.2847 5230.54 . . .V Q . Wm 19.833 5769.9819 5183.21 . . .V Q . 19.917 5805.3521 5135.71 . . . V Q . i 20.000 5840.3960 5088.38 . . . V Q . ********************************************* * * * * * * * * * * * ** * * * * * * * * * * ** * * * * ** Om FLOW PROCESS FROM NODE 2501.00 TO NODE 2576.00 IS CODE = 1 iii » »»SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « « < (UNIT - HYDROGRAPH ADDED TO STREAM #2) MIA WATERSHED AREA = 3467.000 ACRES MO BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. 'Vim THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. FOOTHILL S -GRAPH SELECTED MO MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.390 LOW LOSS FRACTION = 0.220 * HYDROGRAPH MODEL #1 SPECIFIED* am SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.69 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.42 V SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.87 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.89 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 6.19 r. SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 14.48 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: Ws 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 Imo UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 wm. JIM RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 esm IN UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH ON NUMBER MEAN VALUES ORDINATES(CFS) MO 1 1.756 736.233 2 7.022 2208.126 3 15.784 3673.621 ,^ 4 34.785 7967.205 5 58.197 9816.328 6 68.269 4223.189 OM 7 75.192 2902.515 8 80.271 2129.784 9 84.420 1739.313 ow 10 87.699 1374.929 11 90.270 1078.248 12 92.461 918.695 OM 13 94.227 740.108 14 95.604 577.340 15 96.586 411.888 ° 16 97.401 341.579 17 98.015 257.815 No 18 98.165 62.785 19 98.296 54.772 20 98.426 54.772 21 98.557 54.676 OM 22 98.687 54.743 23 98.818 54.804 Ow 24 98.949 54.807 Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD wwi ONI Saved: 6/18/2003 9:20 AM Page 28 of 92 ai 25 99.079 54.740 26 99.210 54.740 27 99.340 54.740 28 99.471 54.740 29 99.602 54.740 30 99.732 54.740 31 99.863 54.740 32 99.993 54.740 33 100.000 2.834 TOTAL SOIL —LOSS VOLUME(ACRE —FEET) = 870.7148 TOTAL STORM RUNOFF VOLUME(ACRE —FEET) = 3127.1074 OM AO w► MI J 1 laa NMI awe aa le MIN r AIM w+F MI �Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD ell mem •awed: 6/18/2003 9:20 AM Page 29 of 92 .w 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H OM HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) Am TIME(HRS) VOLUME(AF) Q(CFS) 0. 1075.0 2150.0 3225.0 4300.0 ill 16.000 1958.4486 1926.62 . . Q V . 16.083 1973.5768 2196.62 . . Q V . 16.167 1991.9724 2671.05 . . QV . om 16.250 2013.9264 3187.72 . V Q. 16.333 2041.9302 4066.15 . . . V Q • . km 16.417 2071.0967 4234.97 . . V Q. 16.500 2091.6824 2989.05 . . VQ 16.583 2109.9741 2655.98 . . Q V . n_ 16.667 2128.4011 2675.59 . . Q V . 16.750 2148.4878 2916.57 . . . 0 is 16.833 2169.1555 3000.96 . . Q . 16.917 2190.2649 3065.08 . . Q • 17.000 2211.8435 3133.23 . . VQ. 17.083 2233.6675 3168.84 . . VQ. Olw 17.167 2255.4260 3159.33 . . VQ. 17.250 2276.7903 3102.09 . . . QV. a' 17.333 2297.0884 2947.29 Q V. 17.417 2315.8525 2724.54 Q V. 17.500 2333.7419 2597.53 . . . Q V. 17.583 2351.1665 2530.06 . . • Q V mm 17.667 2368.2407 2479.18 . . . Q V 17.750 2384.9998 2433.41 . . . Q V • 17.833 2401.4409 2387.25 . . . Q V 17.917 2417.6003 2346.35 . . .Q V 18.000 2433.4978 2308.31 . . .0 .V ******************************************* * ** * * * * ** * * * * * * * * * * * *a + + +• « *. • FLOW PROCESS FROM NODE 2576.00 TO NODE 2592.00 IS CODE = 5.2 > »> MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< .w THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER km TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, Pm U.S. Department of Commerce). IIII ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 18.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 ... DOWNSTREAM ELEVATION(FT) = 4.59 CHANNEL LENGTH(FT) = 2726.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 Om CHANNEL ROUTING COEFFICIENT ESTIMATED: - MAXIMUM INFLOW(CFS) = 4234.97 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2712.82 CHANNEL NORMAL VELOCITY FOR Q = 2712.82 CFS = 38.66 FPS ill ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.958 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE w.. UNIT INTERVALS IS CSTAR = 1.000 10 CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS w TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) MN 16.000 1926.62 1913.92 1913.92 16.083 2196.62 2135.82 2135.82 16.167 2671.05 2564.21 2564.21 16.250 3187.72 3071.38 3071.38 mm 16.333 4066.15 3868.35 3868.35 16.417 4234.97 4196.95 4196.95 • 16.500 2989.05 3269.60 3269.60 16.583 2655.98 2730.98 2730.98 16.667 2675.59 2671.17 2671.17 am 16.750 2916.57 2862.31 2862.31 16.833 3000.96 2981.96 2981.96 16.917 3065.08 3050.64 3050.64 ii 17.000 3133.23 3117.88 3117.88 17.083 3168.84 3160.82 3160.82 17.167 3159.33 3161.47 3161.47 •.. 17.250 3102.09 3114.98 3114.98 17.333 2947.29 2982.15 2982.15 17.417 2724.54 2774.70 2774.70 im 17.500 2597.53 2626.13 2626.13 1 17.583 2530.06 2545.25 2545.25 17.667 2479.18 2490.64 2490.64 PM, 17.750 2433.41 2443.71 2443.71 17.833 2387.25 2397.65 2397.65 lim 17.917 2346.35 2355.56 2355.56 18.000 2308.31 2316.88 2316.88 • ... Y, \599\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD r Saved: 6/18/2003 9:20 AM Page 30 of 92 OM PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 3127.107 AF OUTFLOW VOLUME = 3127.108 AF LOSS VOLUME = 0.000 AF IS FLOW PROCESS FROM NODE 2587.00 TO NODE 2592.00 IS CODE = 1 im » » >SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< (UNIT- HYDROGRAPH ADDED TO STREAM #2) so. WATERSHED AREA = 184.000 ACRES gi BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.190 HOURS CAUTION: LAG TIME I5 LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) em MAY BE T00 LARGE FOR PEAK FLOW ESTIMATES. FOOTHILL S -GRAPH SELECTED • MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.550 LOW LOSS FRACTION = 0.460 * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.57 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.17 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.95 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.32 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.55 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0 10 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 43.860 mm 10 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UM UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) le 1 3.606 80.251 2 17.856 317.099 3 54.102 806.563 4 72.350 406.055 ow 5 81.607 205.997 6 87.786 137.498 7 91.997 93.704 8 94.964 66.029 9 96.800 40.851 sew 10 97.963 25.864 11 98.261 6.649 12 98.488 5.047 in 13 98.715 5.048 14 98.942 5.048 15 99.169 5.048 16 99.396 5.048 17 99.622 5.048 18 99.849 5.048 19 100.000 3.356 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 63.3977 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 76.5530 ww 10 rww OM OM am Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD ma awed: 6/18/2003 9:20 AM Page 31 of 92 00 gem 2 4 - H O U R S T O R M R U N O F F H Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) -- (Note: Time indicated is at END of Each Unit Intervals) s TIME(HRS) VOLUME(AF) Q(CFS) 0. 75.0 150.0 225.0 300.0 16.000 47.6917 59.23 . Q . V . 16.083 48.2705 84.04 . .Q V 16.167 49.1791 131.93 . 4 V . °'. 16.250 50.5934 205.35 . VQ 16.333 51.5113 133.28 . 4 . V . r 16.417 52.1564 93.67 . . Q V . 16.500 52.7170 81.40 . Q V - 16.583 53.3058 85.49 . .Q V . 16.667 53.9028 86.69 . .4 V . . pm 16.750 54.4914 85.47 . .Q V . 16.833 55.0774 85.09 . .4 V . . OM 16.917 55.6549 83.84 . , .Q V. . 17.000 56.2421 85.27 . .4 V. . 17.083 56.8311 85.52 . .Q V. 17.167 57.3968 82.13 . 4 V. . wm 17.250 57.8870 71.19 . Q. V 17.333 58.3356 65.13 Q . V • 17.417 58.7596 61.57 . Q . V . 17.500 59.1646 58.81 . Q . V 17.583 59.5526 56.32 . Q . .V .. 17.667 59.9245 54.01 . Q . .V 17.750 60.2870 52.63 . Q . .V 17.833 60.6418 51.52 . Q . .V . Ai 17.917 60.9911 50.71 . Q . _ .V . -� 18.000 61.3347 49.90 Q . V s+ * ** ** +r * +r +e+ it + + +re : + * + + * :a +w +tr ++ + + + +.. “.. + +t + * + + +e + * + +a + +n +:r * + + + ++tisw *r • FLOW PROCESS FROM NODE 2592.00 TO NODE 114.10 IS CODE = 5.2 » » > MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER Mil TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). A • ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 2.25 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 87.98 m. CHANNEL LENGTH(FT) = 450.00 MANNING'S FACTOR = 0.015 CONSTANT LOSS RATE(CFS) = 0.00 gli CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4290.62 AVERAGE FLOWRATE IN EXCESS OF 50 MAXIMUM INFLOW = 2763.12 CHANNEL NORMAL VELOCITY FOR Q = 2763.12 CFS = 34.32 FPS lir ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.953 ___) MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE s UNIT INTERVALS IS CSTAR = 1.000 MO CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS •e, TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) 16.000 1973.15 1971.32 1971.32 to 16.083 2219.86 2209.59 2209.59 16.167 2696.14 2676.31 2676.31 16.250 3276.73 3252.55 3252.55 RPM 16.333 4001.63 3971.44 3971.44 16.417 4290.62 4278.59 4278.59 OM 16.500 3351.00 3390.13 3390.13 16.583 2816.47 2838.73 2838.73 16.667 2757.87 2760.31 2760.31 16.750 2947.77 2939.87 2939.87 am 16.833 3067.04 3062.08 3062.08 16.917 3134.48 3131.67 3131.67 NO 17.000 3203.15 3200.29 3200.29 17.083 3246.35 3244.55 3244.55 17.167 3243.60 3243.72 3243.72 w 17.250 3186.17 3188.56 3188.56 17.333 3047.28 3053.06 3053.06 17.417 2836.27 2845.05 2845.05 Mg 17.500 2684.94 2691.24 2691.24 17.583 2601.58 2605.05 2605.05 17.667 2544.65 2547.02 2547.02 m, 17.750 2496.34 2498.36 2498.36 17.833 2449.17 2451.13 2451.13 17.917 2406.27 2408.06 2408.06 10 18.000 2366.78 2368.42 2368.42 Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD gm ww Saved: 6/18/2003 9:20 AM Page 32 of 92 MO PROCESS SUMMARY OF STORAGE: •w INFLOW VOLUME = 3203.661 AF OUTFLOW VOLUME = 3203.661 AF LOSS VOLUME = 0.000 AF ON .*.**#. a*#********.#.************************ * * * * * * * * * * * * * * * * * *.. * * * * * * * * * ** FLOW PROCESS FROM NODE 114.10 TO NODE 114.20 IS CODE = 5.2 hi » »> MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER am TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, kr Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). NM ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 3.87 CHANNEL Z = 1.50 OM UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 55.54 CHANNEL LENGTH(FT) = 1900.00 MANNING'S FACTOR = 0.015 Om CONSTANT LOSS RATE(CFS) = 0.00 • CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4278.59 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2762.95 •= CHANNEL NORMAL VELOCITY FOR Q = 2762.95 CFS = 32.71 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.951 illi MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE 1 UNIT INTERVALS IS CSTAR = 1.000 R^ CONVEX METHOD CHANNEL ROUTING RESULTS: le OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) 16.000 1971.32 1963.94 1963.94 16.083 2209.59 2165.73 2165.73 6. 16.167 2676.31 2590.39 2590.39 16.250 3252.55 3146.47 3146.47 16.333 3971.44 3839.10 3839.10 16.417 4278.59 4222.04 4222.04 mm 16.500 3390.13 3553.68 3553.68 16.583 2838.73 2940.24 2940.24 in 16.667 2760.31 2774.74 2774.74 16.750 2939.87 2906.81 2906.81 16.833 3062.08 3039.58 3039.58 16.917 3131.67 3118.86 3118.86 Ilim 17.000 3200.29 3187.66 3187.66 17.083 3244.55 3236.40 3236.40 17.167 3243.72 3243.87 3243.87 17.250 3188.56 3198.71 3198.71 17.333 3053.06 3078.01 3078.01 •_ 17.417 2845.05 2883.35 2883.35 17.500 2691.24 2719.56 2719.56 17.583 2605.05 2620.92 2620.92 Ai 17.667 2547.02 2557.70 2557.70 17.750 2498.36 2507.31 2507.31 J 17.833 2451.13 2459.83 2459.83 NM 17.917 2408.06 2415.99 2415.99 18.000 2368.42 2375.72 2375.72 ill PROCESS SUMMARY OF STORAGE: _ INFLOW VOLUME = 3203.661 AF OUTFLOW VOLUME = 3203.661 AF PM LOSS VOLUME = 0.000 AF i ii ***#..#*..****.****************************** * * *x.. * * * * * * * * * * ** * * * ** * *.. #..* FLOW PROCESS FROM NODE 114.20 TO NODE 718.00 IS CODE = 5.2 ( Is"' » »> MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD<* «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, w Hydrology, y gy, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). ill ASSUMED REGULAR CHANNEL INFORMATION: OM BASEWIDTH(FT) = 5.21 CHANNEL Z = 1.50 UPSTREAM ELEVATION)FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 80.11 NI CHANNEL LENGTH(FT) = 850.00 MANNING'S FACTOR = 0.015 - -. CONSTANT LOSS RATE(CFS) = 0.00 em CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4222.04 ii AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2742.38 OM Y: \299\ 190\ Staff \BillF \s20 \OPTJ \OPTJ13.FLD 00 Saved: 6/18/2003 9:20 AM Page 33 of 92 MO CHANNEL NORMAL VELOCITY FOR Q = 2742.38 CFS = 32.67 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.951 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: w• • OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) NO (HRS) (CFS) (CFS) (CFS) 16.000 1963.94 1962.03 1962.03 16.083 2165.73 2149.09 2149.09 irn 16.167 2590.39 2555.38 2555.38 16.250 3146.47 3100.63 3100.63 lor 16.333 3839.10 3782.00 3782.00 16.417 4222.04 4190.47 4190.47 16.500 3553.68 3608.79 3608.79 w 16.583 2940.24 2990.81 2990.81 16.667 2774.74 2788.39 2788.39 16.750 2906.81 2895.92 2895.92 ho 16.833 3039.58 3028.63 3028.63 16.917 3118.86 3112.33 3112.33 17.000 3187.66 3181.99 3181.99 PM 17.083 3236.40 3232.38 3232.38 17.167 3243.87 3243.25 3243.25 17.250 3198.71 3202.44 3202.44 17.333 3078.01 3087.96 3087.96 17.417 2883.35 2899.40 2899.40 17.500 2719.56 2733.06 2733.06 ■w 17.583 2620.92 2629.05 2629.05 17.667 2557.70 2562.91 2562.91 17.750 2507.31 2511.47 2511.47 17.833 2459.83 2463.74 2463.74 jj 17.917 2415.99 2419.60 2419.60 18.000 2375.72 2379.04 2379.04 PROCESS SUMMARY OF STORAGE: • INFLOW VOLUME 3203.661 AF OUTFLOW VOLUME 3203.661 AF LOSS VOLUME = 0.000 AF ********************************************* * * * * * * * * * ** * * * * * * * * ** * * * * * * * * ** FLOW PROCESS FROM NODE 2601.00 TO NODE 718.00 IS CODE = 1 UM * > SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS)<<«< (UNIT - HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 881.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE or* *USER ENTERED "LAG" TIME = 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE T00 LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.610 01.• LOW LOSS FRACTION = 0.490 *HYDROGRAPH MODEL #1 SPECIFIED* • _ SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.57 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.17 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.55 •w SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.92 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.36 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.29 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 Ow 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 o m UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 NO RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 Om MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION ems. INTERVAL "S" GRAPH UNIT HYDROGRAPH MP NUMBER MEAN VALUES ORDINATES(CFS) 7 1 1.514 161.306 ■w 2 7.563 644.467 3 21.192 1452.197 4 39.300 1929.287 ON 5 60.508 2259.600 PPM Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD offift Saved: 6/18/2003 9:20 AM Page 34 of 92 MP 6 77.221 1780.753 7 87.385 1082.926 AM _ 8 93.068 605.434 9 96.350 349.717 10 98.021 178.081 11 98.565 57.977 12 99.039 50.441 13 99.512 50.441 0010 14 99.986 50.441 15 100.000 1.527 10 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 314.5533 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 337.3032 WM of NO AA kW ' 'Am Am o. oft 2 ki AA NO pm NO Alf am 10 Oft .A Y : \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD MO gm slaved: 6/18/2003 9:20 AM Page 35 of 92 " 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H is HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) � w (Note: Time indicated is at END of Each Unit Intervals) TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0 MO 16.000 207.6065 237.10 . . Q . V . 16.083 209.5978 289.13 . Q . V . Mom 16.167 212.3524 399.96 . . Q V . 16.250 216.1779 555.48 . . . V .Q . j 16.333 220.5940 641.21 . V Q . 16.417 225.2685 678.73 V Q . 16.500 229.2734 581.51 . V . Q 16.583 232.4625 463.06 . . QV . mm 16.667 235.1787 394.40 . , Q V . 16.750 237.7670 375.81 . .Q V . . ii 16.833 240.3215 370.92 . .Q V . . 16.917 242.8595 368.51 . . .Q V , . 17.000 245.4663 378.52 . .Q V. . 17.083 248.1136 384.39 . .Q V. . Pm 17.167 250.7393 381.25 . . .Q V. . 17.250 253.2099 358.72 . Q V i 17.333 255.5299 336.88 . Q. V . 17.417 257.6664 310.21 . Q . V . 17.500 259.6488 287.85 . Q V . 17.583 261.5210 271.84 Q .V . ml" 17.667 263.3181 260.94 Q . .V . 17.750 265.0601 252.93 Q .V . il 17.833 266.7611 247.00 Q .V 17.917 268.4322 242.64 0 . .V . - 18.000 270.0753 238.58 Q . V ill FLOW PROCESS FROM NODE 718.00 TO NODE 718.10 IS CODE = 5.2 >>s» MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER ill TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, ,.., U.S. Department of Commerce), Ili ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 PM DOWNSTREAM ELEVATION(FT) = 96.40 CHANNEL LENGTH(FT) = 360.00 MANNING'S FACTOR = 0.014 ii CONSTANT LOSS RATE(CFS) = 0.00 CHANNEL ROUTING COEFFICIENT ESTIMATED: O MAXIMUM INFLOW(CFS) = 4869.21 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3123.38 ill CHANNEL NORMAL VELOCITY FOR Q = 3123.38 CFS 24.83 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.936 J MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE sum UNIT INTERVALS IS CSTAR = 1.000 id CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS w TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) is 16.000 2199.12 2197.95 2197.95 16.083 2438.23 2427.41 2427.41 16.167 2955.35 2931.95 2931.95 16.250 3656.10 3624.40 3624.40 IIIIIP 16.333 4423.21 4388.51 4388.51 16.417 4869.21 4849.03 4849.03 km 16.500 4190.29 4221.01 4221.01 16.583 3453.87 3487.18 3487.18 16.667 3182.79 3195.05 3195.05 Oim 16.750 3271.74 3267.71 3267.71 16.833 3399.56 3393.78 3393.78 16.917 3480.83 3477.16 3477.16 is 17.000 3560.51 3556.90 3556.90 17.083 3616.77 3614.23 3614.23 17.167 3624.50 3624.15 3624.15 om 17.250 3561.16 3564.02 3564.02 17.333 3424.83 3431.00 3431.00 MO 17.417 3209.61 3219.34 3219.34 17.500 3020.91 3029.44 3029.44 17.583 2900.89 2906.32 2906.32 17.667 2823.86 2827.34 2827,34 OM 17.750 2764.40 2767.09 2767.09 17.833 2710.74 2713.17 2713.17 hm 17.917 2662.24 2664.43 2664.43 18.000 2617.62 2619.63 2619.63 ate. Y: \B99\ 190\ Staff \BillF1s2010PTJ \OPTJ13.FLD Nu .. .. .. . w i 6/18/2003 9:20 AM Page 36 of 92 PROCESS SUMMARY OF STORAGE: PM INFLOW VOLUME = 3540.964 AF OUTFLOW VOLUME = 3540.963 AF LOSS VOLUME = 0.000 AF P FLOW PROCESS FROM NODE 718.10 TO NODE 718.20 IS CODE = 5.2 im »= »MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD«<c< n THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, im Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). P. ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 13.00 CHANNEL Z = 1.50 011 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 91.18 CHANNEL LENGTH(FT) = 630.00 MANNING'S FACTOR = 0.015 Pm CONSTANT LOSS RATE(CFS) = 0.00 ill CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4849.03 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3123.12 Om CHANNEL NORMAL VELOCITY FOR Q = 3123.12 CFS = 27.13 FPS i ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.941 ii MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE _� UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: 6 OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) imm 16.000 2197.95 2196.45 2196.45 16.083 2427.41 2410.70 2410.70 ii 16.167 2931.95 2895.20 2895.20 16.250 3624.40 3573.97 3573.97 16.333 4388.51 4332.86 4332.86 16.417 4849.03 4815.49 4815.49 16.500 4221.01 4266.75 4266.75 16.583 3487.18 3540.63 3540.63 ii 16.667 3195.05 3216.33 3216.33 16.750 3267.71 3262.42 3262.42 16.833 3393.78 3384.59 3384.59 16.917 3477.16 3471.08 3471.08 17.000 3556.90 3551.09 3551.09 ill 17.083 3614.23 3610.05 3610.05 17.167 3624.15 3623.43 3623.43 17.250 3564.02 3568.40 3568.40 17.333 3431.00 3440.69 3440.69 pm 17.417 3219.34 3234.76 3234.76 17.500 3029.44 3043.27 3043.27 ii 17.583 2906.32 2915.28 2915.28 17.667 2827.34 2833.09 2833.09 17.750 2767.09 2771.48 2771.48 17.833 2713.17 2717.09 2717.09 PP 17.917 2664.43 2667.98 2667.98 18.000 2619.63 2622.90 2622.90 is PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 3540.963 AF OUTFLOW VOLUME = 3540.964 AF A LOSS VOLUME = 0.000 AF k m ......*.........*..*....***....************** * * * * * * * * ** * * * * * * * * ** * * * * * ** * * ** FLOW PROCESS FROM NODE 718.20 TO NODE 718.30 IS CODE = 5.2 - » » MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD <**« _ _ _ _ _ ill THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Om Hydrology, Chapter 17, page 17 -52, August,1972, Iii U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: Pm BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 4 ill DOWNSTREAM ELEVATION(FT) = 70.30 CHANNEL LENGTH(FT) = 1580.00 MANNING'S FACTOR = 0.014 -- CONSTANT LOSS RATE(CFS) = 0.00 Om CHANNEL ROUTING COEFFICIENT ESTIMATED: Yr MAXIMUM INFLOW(CFS) = 4815.49 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3111.13 n. Y: \599 \190\ Staff \BillF \s20 \OPTJ \OPTJI3.FLD in aim 'aved: 6/18/2003 9:20 AM Page 37 of 92 a. CHANNEL NORMAL VELOCITY FOR Q = 3111.13 CFS = 30.55 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.947 mm MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE • • UNIT INTERVALS IS CSTAR = 1.000 CONVEX METHOD CHANNEL ROUTING RESULTS: am OUTFLOW LESS MODEL INFLOW ROUTED LOSS al TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) 16.000 2196.45 2194.55 2194.55 om 16.083 2410.70 2375.71 2375.71 16.167 2895.20 2816.08 2816.08 16.250 3573.97 3463.11 3463.11 0 16.333 4332.86 4208.92 4208.92 16.417 4815.49 4736.67 4736.67 16.500 4266.75 4356.37 4356.37 w 16.583 3540.63 3659.22 3659.22 16.667 3216.33 3269.29 3269.29 16.750 3262.42 3254.89 3254.89 MO 16.833 3384.59 3364.64 3364.64 16.917 3471.08 3456.96 3456.96 17.000 3551.09 3538.03 3538.03 om 17.083 3610.05 3600.42 3600.42 17.167 3623.43 3621.24 3621.24 im 17.250 3568.40 3577.39 3577.39 17.333 3440.69 3461.55 3461.55 17.417 3234.76 3268.39 3268.39 17.500 3043.27 3074.55 3074.55 °' 17.583 2915.28 2936.19 2936.19 17.667 2833.09 2846.52 2846.52 10 17.750 2771.48 2781.54 2781.54 17.833 2717.09 2725.98 2725.98 _- 17.917 2667.98 2676.00 2676.00 -- 18.000 2622.90 2630.26 2630.26 PROCESS SUMMARY OF STORAGE: MU INFLOW VOLUME = 3540.964 AF OUTFLOW VOLUME = 3540.965 AF LOSS VOLUME = 0.000 AF mm ..*******,...*+i+++++:+*+.+*.swr+ r.*+*ai+*++i++ ,r + +r +w *t ++ +e +a + +r + *,r : +tt + +rxr Is FLOW PROCESS FROM NODE 718.30 TO NODE 718.40 IS CODE = 5.2 e » > MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« «< m. THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER • TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, ..., U.S. Department of Commerce). O ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 w+. DOWNSTREAM ELEVATION(FT) = 87.62 CHANNEL LENGTH(FT) = 1250.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 MO - -� CHANNEL ROUTING COEFFICIENT ESTIMATED: w MAXIMUM INFLOW(CFS) = 4736.67 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3098.39 MO CHANNEL NORMAL VELOCITY FOR Q = 3098.39 CFS = 24.63 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.935 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5 MINUTE mum UNIT INTERVALS IS CSTAR = 1.000 MM CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS on TIME (STREAM 2) FLOW (STREAM 2) (FIRS) (CFS) (CFS) (CFS) • 16.000 2194.55 2195.97 2195.97 16.083 2375.71 2347.04 2347.04 16.167 2816.08 2746.38 2746.38 16.250 3463.11 3360.71 3360.71 Om 16.333 4208.92 4090.88 4090,88 16.417 4736.67 4653.14 4653.14 is 16.500 4356.37 4416.55 4416.55 16.583 3659.22 3769.55 3769.55 16.667 3269.29 3331.00 3331,00 o 16.750 3254.89 3257.17 3257.17 16.833 3364.64 3347.27 3347.27 ili 16.917 3456.96 3492.35 3442.35 17.000 3538.03 3525.20 3525.20 - I 17.083 3600.42 3590.55 3590.55 17.167 3621.24 3617.95 3617.95 Om 17.250 3577.39 3584.33 3584.33 17.333 3461.55 3479.88 3479.88 • 17.417 3268.39 3298.96 3298.96 17.500 3074.55 3105.23 3105.23 wa Y: \699 \190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD No um awed: 6/18/2003 9 :20 AM Page 38 of 92 17.583 2936.19 2958.08 2958.08 17.667 2846.52 2860.71 2860.71 _ 17.750 2781.54 2791.82 2791.82 17.833 2725.98 2734.77 2734.77 17.917 2676.00 2683.91 2683.91 - OM 18.000 2630.26 2637.50 2637.50 PROCESS SUMMARY OF STORAGE: PM . INFLOW VOLUME = 3540.965 AF OUTFLOW VOLUME = 3540.964 AF • LOSS VOLUME = 0.000 AF ". FLOW PROCESS FROM NODE 718.40 TO NODE 2710.00 IS CODE = 5.2 is » »*MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« *<< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER Om TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, ill Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). Pm ASSUMED REGULAR CHANNEL INFORMATION: is BASEWIDTH(FT) = 11.50 CHANNEL Z = 1.50 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 64.90 CHANNEL LENGTH(FT) = 2600.00 MANNING'S FACTOR = 0.015 om CONSTANT LOSS RATE(CFS) = 0.00 OM CHANNEL ROUTING COEFFICIENT ESTIMATED: J MAXIMUM INFLOW(CFS) = 4653.14 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3063.75 'e*�+ CHANNEL NORMAL VELOCITY FOR Q = 3063.75 CFS = 26.81 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.940 ii MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE UNIT INTERVALS IS CSTAR = 0.999 CONVEX METHOD CHANNEL ROUTING RESULTS: i OUTFLOW LESS MODEL INFLOW ROUTED LOSS TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) ww 16.000 2195.97 2205.05 2205.05 16.083 2347.04 2301.04 2301.04 ii 16.167 2746.38 2624.74 2624.74 16.250 3360.71 3173.54 3173.54 16.333 4090.88 3868.39 3868.39 16.417 4653.14 4481.75 4481.75 OP 16.500 4416.55 4488.46 4488.46 16.583 3769.55 3966.63 3966.63 10 16.667 3331.00 3464.71 3464.71 16.750 3257.17 3279.76 3279.76 16.833 3347.27 3319.85 3319.85 om 16.917 3442.35 3413.37 3413.37 17.000 3525.20 3499.94 3499.94 17.083 3590.55 3570.63 3570.63 10 17.167 3617.95 3609.59 3609.59 17.250 3584.33 3594.56 3594.56 17.333 3479.88 3511.69 3511.69 __ 17.417 3298.96 3354.08 3354.08 17.500 3105.23 3164.26 3164.26 17.583 2958.08 3002.94 3002.94 iii 17.667 2860.71 2890.40 2890.40 17.750 2791.82 2812.82 2812.82 17.833 2734.77 2752.16 2752.16 gm 17.917 2683.91 2699.41 2699.41 18.000 2637.50 2651.65 2651.65 ii PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 3540.964 AF OUTFLOW VOLUME = 3540.963 AF PO LOSS VOLUME = 0.000 AF iiii********************************************* * *** * ** * * * * * * * * ** * ** * ** * * * * * * ** FLOW PROCESS FROM NODE 2718.00 TO NODE 2710.00 IS CODE = 1 NM » »*SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS)** «< _ _ _ kr (UNIT- HYDROGRAPH ADDED TO STREAM #2) __ WATERSHED AREA = 277.000 ACRES • BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.190 HOURS im CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. Om VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.300 ill LOW LOSS FRACTION = 0.220 * HYDROGRAPH MODEL #1 SPECIFIED* ' Y:\1399 \190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD is oft Saved: 6/18/2003 9:20 AM Page 39 of 92 MO SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.59 O.. SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.21 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.60 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.09 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.01 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 8.87 am *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 MO 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 ego 24 -HOUR FACTOR = 0.956 MO UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 43.860 w RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 10 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 Om UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) Pm 1 3.451 115.600 MO 2 23.188 661.181 3 56.968 1131.620 4 83.318 882.716 L - J 5 94.150 362.868 `ow 6 97.949 127.275 7 98.939 33.170 8 99.497 18.692 9 99.799 10.107 10 99.950 5.054 11 100.000 1.685 is TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 42.3725 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 153.2884 MO A ON 0, ON ON 0. OM w. OO �Illq 01141 Y : \B99 \190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD OM OM - .Saved: 6/18/2003 9:20 AM Page 40 of 92 OOH 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H le HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) Oa TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0 16.000 96.2811 134.55 . Q . V 16.083 97.5611 185.86 . . Q . V . 16.167 99.6393 301.75 . . V Q Pm 16.250 102.2329 376.59 . . . V . Q . 16.333 104.3580 308.56 . V Q ii 16.417 105.7006 194.94 . . Q. V . 16.500 106.7495 152.30 . . Q . V . 16.583 107.8396 158.29 . . Q . V . 16.667 109.0693 178.55 . . Q . V . 16.750 110.3674 188.48 . . Q . V . . 16.833 111.6983 193.25 . . Q. V. 10 16.917 113.0462 195.72 . . Q. V. 17.000 114.4098 197.99 . . Q. V. . 17.083 115.7633 196.52 . . Q. V pm 17.167 116.9838 177.22 . . Q . V 17.250 117.9599 141.73 . . Q . V is 17.333 118.7339 112.39 .Q V . 1� 17.417 119.4117 98.41 Q. .V 17.500 120.0428 91.64 . Q. . .V . 17.583 120.6484 87.93 . Q . . .V . 41111 17.667 121.2329 84.87 . Q . . .V . . 17.750 121.7995 82.27 . Q . . .V . i 17.833 122.3505 79.99 . Q . . .V . 17.917 122.8875 77.98 . Q . . . V 18.000 123.4121 76.16 . Q . . . V ++le.r rile.+:++ r.. rile. lele.r lerr+...r leler... le.w+ r+*+ + + + + + : + :a + * # *. +++ ii FLOW PROCESS FROM NODE 2710.00 TO NODE 2711.00 IS CODE = 5.2 » » > MODEL CHANNEL ROUTING OF STREAM #2 BY THE CONVEX METHOD« « c Pm THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER am TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, pm U.S. Department of Commerce). Om ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 25.33 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 73.60 CHANNEL LENGTH(FT) = 2000.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 is CHANNEL ROUTING COEFFICIENT ESTIMATED: 00 MAXIMUM INFLOW(CFS) = 4676.69 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 3144.48 NI CHANNEL NORMAL VELOCITY FOR Q = 3144.48 CFS = 27.26 FPS 1 ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.941 _-1 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE WPM UNIT INTERVALS IS CSTAR = 1.000 ON CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS 00 TIME (STREAM 2) FLOW (STREAM 2) (HRS) (CFS) (CFS) (CFS) ill 16.000 2339.60 2351.27 2351.27 16.083 2486.90 2452.98 2452.98 16.167 2926.49 2825.24 2825.24 16.250 3550.14 3406.49 3406.49 16.333 4176.95 4032.56 4032.56 16.417 4676.69 4561.57 4561.57 • 16.500 4640.76 4649.03 4649.03 16.583 4124.92 4243.73 4243.73 16.667 3643.26 3754.21 3754.21 16.750 3468.25 3508.57 3508.57 16.833 3513.10 3502.77 3502.77 16.917 3609.09 3586.98 3586.98 • 17.000 3697.94 3677.47 3677.47 17.083 3767.15 3751.20 3751.20 17.167 3786.81 3782.28 3782.28 Pm 17.250 3736.29 3747.92 3747.92 17.333 3624.08 3649.93 3649.93 17.417 3452.49 3492.02 3492.02 bli 17.500 3255.90 3301.19 3301.19 17.583 3090.87 3128.88 3128.88 17.667 2975.27 3001.90 3001.90 no 17.750 2895.09 2913.56 2913.56 17.833 2832.16 2846.65 2846.65 IP 17.917 2777.40 2790.01 2790.01 18.000 2727.81 2739.23 2739.23 Y: \899\ 190\ Staff \BiilF \s20 \OPTJ \OPTJ13.FLD SW S aved: 6/18/2003 9:20 AM Page 41 of 92 PROCESS SUMMARY OF STORAGE: ppm INFLOW VOLUME = 3694.252 AF OUTFLOW VOLUME = 3694.251 AF LOSS VOLUME = 0.000 AF PM FLOW PROCESS FROM NODE 2727.00 TO NODE 2711.00 IS CODE = 1 pp » >SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « < (UNIT - HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 926.000 ACRES OM BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.380 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. mo THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.360 LOW LOSS FRACTION = 0.340 * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.71 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.03 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.50 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.65 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.93 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 8.90 MO *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 - 1 30- MINUTE FACTOR = 0.462 1 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 21.930 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 IM UNIT HYDROGRAPH DETERMINATION o .,, INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 1.280 143.324 2 5.622 486.243 3 16.129 1176.664 4 30.247 1581.035 5 48.037 1992.317 6 65.898 2000.252 7 79.093 1477.656 - 1 8 87.542 946.206 9 92.554 561.232 w 10 95.746 357.438 11 97.576 204.950 MO 12 98.322 83.617 13 98.734 46.050 14 99.145 46.039 15 99.556 46.039 OM 16 99.967 46.039 17 100.000 3.712 is TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 217.6674 Oft TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 438.6707 am or or Y: \899 \190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD km mm Saved : 6/18/2003 920 AM Page 42 of 92 OM = mm 2 4 -HOUR STORM RUNOFF HYDROGRAPH HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS) ama (Note: Time indicated is at END of Each Unit Intervals) ' TIME(HRS) VOLUME(AF) Q(CFS) 0. 200.0 400.0 600.0 800.0 60 16.000 269.5586 295.96 . . Q . V . . 16.083 271.7459 317.59 . . Q . V . . 16.167 274.4803 397.04 . . Q. v . . mm 16.250 278.4046 569.81 . . . V Q . . 16.333 283.0862 679.76 . . . V . Q NI 16.417 288.5395 791.81 . . . V . Q. 16.500 294.0436 799.20 . . . V . Q. 16.583 298.7753 687.05 . . . V . Q 410* 16.667 302.7772 581.07 . . . V Q. 16.750 306.3275 515.51 . . . Q V . . 1.- 16.833 309.7187 492.40 . . . Q V . . 16.917 312.9831 473.99 . . . Q V . . 17.000 316,1328 457.34 . . • Q V . . 17.083 319.2683 455.27 . . . Q V. oft 17.167 322.4013 454.91 . . . Q V. . 17.250 325.4565 443.61 . . . Q V. ms 17.333 328.3811 424.67 . . -Q V. 17.417 331.0635 389.48 . . Q. V 17.500 333.5617 362.74 . . Q . V 17.583 335,9143 341.60 . . Q . V 4 17.667 338.1616 326.30 . . Q - V 17.750 340.3294 314.78 . . Q . .V . i 17.833 342.4344 305.64 . . Q . .V . 17.917 344.4899 298.46 . • Q . .V . 18.000 346.5074 292.93 . . Q . .V . -imm ..**********.....***********************.********.+”*.*****************.... m FLOW PROCESS FROM NODE 2711.00 TO NODE 2711.00 IS CODE . 11 >,»>VIEW STREAM NUMBER 2 HYDROGRAPHc«cc OP. STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS) ail (Note: Time indicated is at END of Each Unit Intervals) TIME(HRS) VOLUME(AS) Q(CFS) 0. 1375.0 2750.0 4125.0 5500.0 4.• 14.000 1935.4019 3008.96 . . V .Q . . 14.083 1956.3342 3039.39 . . V . Q . . be 14.167 1977.7173 3104.83 . . V. Q . . 14.250 1999.9342 3225.89 . . V. Q . . 14.333 2023.3436 3399.04 . . V. Q . . 14.417 2048.2874 3621.83 . . V. Q . . 14.500 2074.8250 3853.28 . . V Q 14.583 2102.6194 4035.75 . . V Q. . la 14.667 2131.2292 4154.15 . . V Q . 14.750 2160.3223 4224.31 . . V - Q 14.833 2189.6963 4265.12 . . .V .4 . .... 14.917 2219.2188 4286.67 . . .V .4 . 15.000 2248.7959 4294.62 . . .V .4 . 15.083 2278.3633 4293.20 . . . V .4 . • 15.167 2307.8711 4284.55 . . . V .4 . -, ___J 15.250 2337.2722 4269.03 . . . V 15.333 2366.5225 4247.13 . . . V •Q Q . MINI 15.417 2395.4990 4207.41 . . . V Q 15.500 2423.8528 4116.96 . . . v Q. a 15.583 2451.0313 3946.33 . . . V Q . . 15.667 2475.4592 3692.15 . . . V Q . • 15.750 2499.5565 3353.75 . . . Q . . 15.833 2520.2578 3005.82 . . .Q V . . eft 15.917 2539.2156 2752.66 . . Q V . . 16.000 2557.4473 2647.23 . . Q. V . • - 16.083 2576.5283 2770.57 . . Q V . . 16.167 2598.7205 3222.28 . . . Q V . • 16.250 2626.1055 3976.30 . . . V Q . . 16.333 2658.5596 4712.33 . . . V . Q mum • 16.417 2695.4287 5353.39 . • . Q . 16.500 2732.9509 5448.22 . . . V . Q. • 16.583 2766.9094 4930.78 . . . V . Q • 16.667 2796.7666 4335.27 . . . V .Q • 15.750 2824.4807 4024.08 . . . V Q. 16.833 2851.9956 3995.18 . . . V Q. ow • 16.917 2879.9636 4060.97 . . . V Q. . . 17.000 2908.4404 4134.82 . . . V Q • 17.083 2937.4106 4206.48 . . . V Q 17.167 2966.5923 4237.18 . . . V Q 17.250 2995.4595 4191.53 . . . V Q en 17.333 3023.5215 4074.59 . . . Q. . 17.417 3050.2534 3881.49 . . . QV. 17.500 3075.4871 3663.93 . . . Q V. . m 17.583 3099.3884 3470.49 . . . Q V. 17.667 3122.3098 3328.19 . . - Q V 17.750 3144.5435 3228.34 . . • Q V . 00+ 17.833 3166.2534 3152.30 . . . 0 V 17.917 3187.5239 3088.47 . . . 4 V . Se 18.000 3208.4065 3032.16 . . . Q .V . 18.083 3228.9243 2979.19 . . .Q .V . m. Y:\ lb on Saved: 6/18/2003 9:20 AM Page 43 of 92 18.167 3249.0598 2923.69 . . .Q .V 18.250 3268.7380 2857.28 . 4 .V wm 18.333 3287.8066 2768.75 . . 4 .V - 18.417 3306.0552 2649.69 . . 4. .V . i 18.500 3323.4045 2519.11 . 0 . . V 18.583 3339.9734 2405.80 0 . V _ 18.667 3355.9417 2318.60 . Q • . V 18.750 3371.4326 2249.29 . . Q • • V - 41. 18.833 3386.5181 2190.42 . Q . • V 18.917 3401.2598 2140.50 . . Q . V • 19.000 3415.7117 2098.43 . . Q - V 19.083 3429.9094 2061.51 . . Q V 19.167 3443.8738 2027.63 . . Q . V 19.250 3457.6216 1996.18 . . 4 V on 19.333 3471.1685 1967.01 . . Q V 19.417 3484.5293 1940.00 . . Q . V Id 19.500 3497.7178 1914.97 . . Q . V - 19.583 3510.7471 1891.86 . . Q . V 19.667 3523.6274 1870.22 . . Q . V MR 19.750 3536.3669 1849.78 . . Q . V 19.833 3548.9736 1830.48 . . Q V i 19.917 3561.4541 1812.18 Q V 20.000 3573.8137 1794.63 Q V FM ******eeeeeeee******ee eeee******eeeeeeeeeeeeeee +ereee eeeeeeeeeee******eeeeee FLOW PROCESS FROM NODE 2711.00 TO NODE 2711.00 IS CODE = 7 i ll » »> STREAM NUMBER 2 ADDED TO STREAM NUMBER 1«<c< PP ee eeeeeeeeee eeeeeeeeeeeeeeeeeeeeeee eeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeeeeeeee l FLOW PROCESS FROM NODE 2711.00 TO NODE 1738.00 IS CODE = 5.2 3 » » > MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHODc« « THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER ill TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). w. imm ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 52.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 52.96 P. CHANNEL LENGTH(FT) = 4800.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 61 CHANNEL ROUTING COEFFICIENT ESTIMATED: Om MAXIMUM INFLOW(CFS) = 13041.65 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 8695.20 ill CHANNEL NORMAL VELOCITY FOR Q = 8695.20 CFS = 29.34 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.945 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE PM UNIT INTERVALS IS CSTAR = 0.991 ill CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS - MODEL INFLOW ROUTED LOSS wry TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) ii 16.000 8097.73 8195.26 8195.26 16.083 8308.49 8199.81 8199.81 16.167 9051.13 8664.17 8664.17 16.250 10331.93 9662.79 9662.79 Mw 16.333 11602.67 10936.26 10936.26 16.417 12687.57 12117.78 12117.78 ii 16.500 13041.65 12852.56 12852.56 16.583 12560.28 12808.80 12808.80 16.667 11828.63 12211.11 12211.11 16.750 11279.88 11568.49 11568.49 - 16.833 11019.15 11157.23 11157.23 16.917 10916.84 10971.24 10971.24 ill 17.000 10894.95 10906.81 10906.81 17.083 10931.14 10912.43 10912.43 17.167 10939.28 10934.88 10934.88 17.250 10842.74 10892.88 10892.88 Po 17.333 10645.65 10748.54 10748.54 17.417 10333.78 10496.79 10496.79 ill 17.500 9987.20 10168.78 10168.78 17.583 9659.71 9831.54 9831.54 17.667 9383.05 9528.37 9528.37 17.750 9160.55 9277.48 9277.48 17.833 8984.91 9077.24 9077.24 O M 17.917 8840.33 8916.30 8916.30 18.000 8719.51 8782.98 8782.98 - -= PROCESS SUMMARY OF STORAGE: OP INFLOW VOLUME = 14648.019 AF OUTFLOW VOLUME = 14648.012 AF ill LOSS VOLUME = 0.000 AF w Y: \B99 \190\ Staff \BillF \s20 \OPTJ \OPTJI3.FLD 10 �. ,. owl • Saved: 6/18/2003 9:20 AM Page 44 of 92 +m FLOW PROCESS FROM NODE 2023.00 TO NODE 1738.00 IS CODE = 1 »> »SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS) « < (UNIT- HYDROGRAPH ADDED TO STREAM #1) w WATERSHED AREA = 4053.000 ACRES gg BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.620 HOURS VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.250 Om LOW LOSS FRACTION = 0.210 * HYDROGRAPH MODEL #1 SPECIFIED* gg SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.55 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.11 mm SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.45 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.64 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.73 • SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.02 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: - 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 U 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES OM UNIT INTERVAL PERCENTAGE OF LAG -TIME = 13.441 - 7 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 gg UNIT HYDROGRAPH DETERMINATION Om INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 0.768 376.467 2 2.499 848.629 3 5.594 1516.973 4 11.677 2981.615 5 19.500 3834.342 6 28.097 4213.765 *,,, 7 38.214 4959.186 8 50.095 5823.402 9 61.025 5357.591 10 71.026 4902.117 11 78.505 3665.959 12 84.341 2860.429 w.. 13 88.606 2090.834 14 91.603 1468.935 15 94.072 1209.835 16 95.796 845.312 17 96.963 571.807 18 97.910 464.360 mw 19 98.256 169.588 20 98.508 123.613 21 98.760 123.437 MO 22 99.012 123.505 23 99.264 123.437 24 99.516 123.437 *w 25 99.768 123.437 26 100.000 113.957 OW TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 602.1517 M'" TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 2309.1133 AM ON ego Mo Y: \299\ 190\ Staff \Bi1IF \s20 \OPTJ \OPTJ13.FLD oft Saved: 6/18/2803 9:20 AM Page 45 of 92 10 , .. 2 4 - H O U R S T O R M R U N O F F H Y D R O G R A P H O M HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) -- (Note: Time indicated is at END of Each Unit Intervals) mm TIME(HRS) VOLUME(AF) Q(CFS) 0. 750.0 1500.0 2250.0 3000.0 ON 16.000 1395.1149 1860.72 . . . Q 16.083 1407.9391 1862.07 . . Q 16.167 1421.1600 1919.69 . . . VQ mm 16.250 1435.3580 2061.55 . . V Q 16.333 1451.4701 2339.46 . . . V .Q 60 16.417 1468.8525 2523.93 . . . V Q 16.500 1487.0508 2642.39 . . . V Q 16.583 1506.3937 2808.60 . . . V Q s 16.667 1526.9489 2984.61 . . V Q. 16.750 1547.1306 2930.39 . . V . Q. 16.833 1566.7618 2850.45 . . . V . Q Or 16.917 1585.1224 2665.96 . . . V Q 17.000 1602.8998 2581.27 . . V Q 17.083 1620.1415 2503.49 . . . V • Q __ 17.167 1637.0251 2451.51 . . V • Q 17.250 1653.7407 2427.09 . . . V . Q 17.333 1669.9192 2349.11 . . . V .Q • 17.417 1685.4596 2256.47 . . . VQ 17.500 1700.3994 2169.25 . . . QV. 17.583 1714.4515 2040.38 . . . Q V. pm 17.667 1727.7325 1928.39 . . . Q V. 17.750 1740.3015 1825.02 . . . Q V 17.833 1752.1853 1725.52 . Q V mig 17.917 1763.4722 1638.85 .0 V - 1 18.000 1774.2426 1563.85 . . 0 V ********************************************* * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** • FLOW PROCESS FROM NODE 1738.00 TO NODE 2809.00 IS CODE = 5.2 » »> MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« «< THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER OM TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). O M Ow ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 62.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 66.34 CHANNEL LENGTH(FT) = 3400.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 ill CHANNEL ROUTING COEFFICIENT ESTIMATED: , MAXIMUM INFLOW(CFS) = 15617.39 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 10541.18 CHANNEL NORMAL VELOCITY FOR Q = 10541.18 CFS = 29.99 FPS Ili I ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.946 _I _ MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE p_ UNIT INTERVALS IS CSTAR = 0.998 OM CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS mm TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) II 16.000 10055.98 10196.70 10196.70 16.083 10061.88 10059.99 10059.99 16.167 10583.86 10396.66 10396.66 16.250 11724.35 11315.03 11315.03 Wm 16.333 13275.72 12718.68 12718.68 16.417 14641.71 14150.92 14150.92 ill 16.500 15494.95 15188.16 15188.16 16.583 15617.39 15572.99 15572.99 16.667 15195.72 15346.88 15346.88 16.750 14498.88 14749.04 14749.04 on 16.833 14007.67 14184.24 14184.24 16.917 13637.19 13770.35 13770.35 • 17.000 13488.08 13541.77 13541.77 17.083 13415.92 13441.89 13441.89 17.167 13386.39 13397.03 13397.03 __ 17.250 13319.98 13343.81 13343.81 17.333 13097.64 13177.42 13177.42 17.417 12753.25 12876.89 12876.89 • 17.500 12338.04 12487.15 12487.15 17.583 11871.91 12039.32 12039.32 -1 17.667 11456.76 11605.92 11605.92 mm 17.750 11102.50 11229.79 11229.79 17.833 10802.76 10910.46 10910.46 17.917 10555.15 10644.13 10644.13 O M 18.000 10346.83 10421.69 10421.69 s Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \0PTJ13.FLD IN mm Saved: 6/18/2003 9:20 AM Page 46 of 92 PROCESS SUMMARY OF STORAGE: w INFLOW VOLUME = 16957.141 AF OUTFLOW VOLUME = 16957.115 AF LOSS VOLUME = 0.000 AF OM FLOW PROCESS FROM NODE 2101.00 TO NODE 2809.00 IS CODE = 1 MO » »SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< wm (UNIT - HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 787.000 ACRES No BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.500 HOURS VALLEY(DEVELOPED) S -GRAPH SELECTED Ow MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.070 LOW LOSS FRACTION = 0.100 0 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.50 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.02 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.35 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.53 60 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.75 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 7.81 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: W" 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 00 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES 00 UNIT INTERVAL PERCENTAGE OF LAG -TIME = 16.667 RUNOFF HYDROGRAPH LISTING LIMITS: PM MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 00 MN UNIT HYDROGRAPH DETERMINATION is INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) wm 1 0.952 90.646 2 3.388 231.806 3 9.011 535.164 00 4 18.172 871.977 5 28.932 1024.091 6 41.900 1234.268 wom 7 56.250 1365.829 8 69.213 1233.776 60 9 78.738 906.564 10 85.684 661.138 11 90.226 432.243 --� 12 93.529 314.363 WW 13 95.777 213.985 14 97.216 136.934 00 15 98.120 86.067 16 98.437 30.210 17 98.750 29.741 18 99.062 29.747 WO 19 99.375 29.741 20 99.687 29.741 60 21 100.000 29.741 22 100.000 0.010 OW TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 47.4686 00 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 441.9716 am OM wm wm OM Wm Y: \299\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD el Om Saved: 6/18/2003 9,20 AM Page 47 of 92 w 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) ow TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0 16.000 269.5980 354.76 . Q V - 16.083 272.1251 366.93 . Q V 16.167 274.8939 402.04 . • Q V - moo 16.250 278.1253 469.20 . VQ • 16.333 281.8324 538.27 . V Q 16.417 285.8099 577.54 . V Q 16.500 290.0719 618.84 . V Q 16.583 294.4796 640.00 . V Q __ 16.667 298.7357 617.99 . V Q 16.750 302.6353 566.22 . V • Q 16.833 306.3153 534.33 . V Q UM 16.917 309.8658 515.52 . VQ. 17.000 313.4225 516.44 . VQ. 17.083 316.9675 514.73 . VQ• oft 17.167 320.4916 511.71 . Q. 17.250 323.9565 503.11 . QV. W. 17.333 327.3068 486.45 . Q V. • OM 17.417 330.5657 473.19 Q V. 17.500 333.6897 453.61 . Q V 17.583 336.6445 429.04 . - Q V • w 17.667 339.4243 403.63 . . Q V 17.750 342.0592 382.59 . .Q V i 17.833 344.5483 361.42 . Q .V 17.917 346.9519 348.99 . Q. .V - 18.000 349.2864 338.97 . Q. .V * ***************************************** * * *** * ** * ** * * ** ** * *** * ** * * * * *** *ter is FLOW PROCESS FROM NODE 2809.00 TO NODE 2828.00 IS CODE = 5.2 » »> MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD «c« An THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER ON TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, w+ U.S. Department of Commerce). 10 ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 52.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 ow DOWNSTREAM ELEVATION(FT) = 68.98 CHANNEL LENGTH(FT) = 2350.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 km CHANNEL ROUTING COEFFICIENT ESTIMATED: om MAXIMUM INFLOW(CFS) = 16212.99 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 10978.31 CHANNEL NORMAL VELOCITY FOR Q = 10978.31 CFS = 35.07 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.954 -- MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE r UNIT INTERVALS IS CSTAR = 1.000 OBI CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS ow TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) ON 16.000 10551.46 10651.64 10651.64 16.083 10426.92 10453.46 10453.46 16.167 10798.69 10719.49 10719.49 16.250 11784.22 11574.26 11574.26 w 16.333 13256.95 12943.20 12943.20 16.417 14728.46 14414.96 14414.96 MO 16.500 15806.99 15577.21 15577.21 16.583 16212.99 16126.49 16126.49 16.667 15964.86 16017.72 16017.72 AM 16.750 15315.26 15453.65 15453.65 16.833 14718.58 14845.70 14845.70 16.917 14285.87 14378.06 14378.06 10 17.000 14058.21 14106.71 14106.71 17.083 13956.61 13978.26 13978.26 17.167 13908.73 13918.93 13918.93 ow 17.250 13846.92 13860.09 13860.09 17.333 13663.87 13702.87 13702.87 17.417 13350.08 13416.94 13416.94 17.500 12940.75 13027.96 13027.96 17.583 12468.36 12569.00 12569.00 17.667 12009.56 12107.30 12107.30 s 17.750 11612.38 11697.00 11697.00 17.833 11271.88 11344.42 11344.42 * 17.917 10993.12 11052.51 11052.51 18.000 10760.66 10810.18 10810.18 ow Y: \B99\ 190\ Staff \BillF \s20 \OPTJ \OPTJ lei ow Saved: 6/18/2003 9:20 AM Page 48 of 92 OM PROCESS SUMMARY OF STORAGE: m INFLOW VOLUME = 17399.090 AF OUTFLOW VOLUME = 17399.105 AF LOSS VOLUME = 0.000 AF km .041 FLOW PROCESS FROM NODE 2815.00 TO NODE 2828.00 IS CODE = 1 » » >SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS)<< <<< (UNIT- HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 952.000 ACRES UM BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) mol MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MO MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.070 LOW LOSS FRACTION = 0.100 * HYDROGRAPH MODEL #1 SPECIFIED* OM SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.50 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.02 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.35 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.53 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.75 iww SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 7.50 • *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 in 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 A. UN UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH Nom NUMBER MEAN VALUES ORDINATES(CFS) kW 1 1.514 174.306 2 7.563 696.405 3 21.192 1569.229 m 4 39.300 2084.769 5 60.508 2441.701 6 77.221 1924.264 7 87.385 1170.199 8 93.068 654.226 --J 9 96.350 377.901 10 98.021 192.433 11 98.565 62.650 12 99.039 54.506 13 99.512 54.506 14 99.986 54.506 15 100.000 1.600 s MM TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 55.0696 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 513.4852 OM am IM ffift MI 1 mi Y: \899 \190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD ON am Saved: 6/18/2003 9:20 AM Page 49 of 92 ppw 2 4 - H O U R S T O R M R U N O F F H Y D R O G R A P H ill _ HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) ww TIME(HRS) VOLUME(AF) Q(CFS) 0. 250.0 500.0 750.0 1000.0 Om 16.000 318.1961 392.59 . Q V - 16.083 321.3963 464.67 . Q . V 16.167 325.5630 605.00 . . QV - - mm 16.250 330.9941 788.60 . V .Q 16.333 337.1035 887.07 . V . Q . 10 16.417 343.4231 917.62 . V Q . 16.500 348.9302 799.63 . V .Q - 16.583 353.5256 667.26 . QV - ms 16.667 357.6393 597.32 . Q V - . 16.750 361.7016 589.84 . - Q V . 16.833 365.8159 597.40 . . Q V - ill 16.917 369.9798 604.60 . . Q V . 17.000 374.2635 621.99 . . Q V. 17.083 378.6141 631.71 . - Q V. - mg 17.167 382.9258 626.05 . Q V. 17.250 387.0051 592.32 . . Q V 17.333 390.8268 554.91 . . Q V 1 0 17.417 394.3329 509.09 . Q V - 17.500 397.5745 470.67 . Q . V 17.583 400.6273 443.27 . Q . .V A 17.667 403.5520 424.66 . - Q . •V 17.750 406.3827 411.02 . Q . -V I 17.833 409.1441 400.95 . - Q . •V - 17.917 411.8547 393.58 . Q • V - :1 18.000 414.5180 386.72 . Q . V ****************************************+**** * * * ** * * * * * ** * * * * *** * * ** * * * * * * ** m FLOW PROCESS FROM NODE 2828.00 TO NODE 2834.00 IS CODE = 5.2 » »*MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD« « < PM THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER km TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH HY 5- MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, w. U.S. Department of Commerce). km ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 52.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 57.84 mm CHANNEL LENGTH(FT) = 3100.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 ill CHANNEL ROUTING COEFFICIENT ESTIMATED: PM MAXIMUM INFLOW(CFS) = 16793.75 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 11461.52 L CHANNEL NORMAL VELOCITY FOR Q = 11461.52 CFS = 35.98 FPS 11 ! ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.955 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE pm UNIT INTERVALS IS CSTAR = 1.000 ko CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS mm TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) ill 16.000 11044.23 11175.92 11175.92 16.083 10918.12 10952.75 10952.75 16.167 11324.49 11212.99 11212.99 16.250 12362.87 12077.92 12077.92 PM 16.333 13830.27 13427.56 13427.56 16.417 15332.58 14920.28 14920.28 ill 16.500 16376.84 16090.22 16090.22 16.583 16793.75 16679.29 16679.29 16.667 16615.04 16664.05 16664.05 16.750 16043.49 16200.33 16200.33 on 16.833 15443.10 15607.87 15607.87 16.917 14982.66 15109.03 15109.03 17.000 14728.70 14798.41 14798.41 17.083 14609.97 14642.56 14642.56 17.167 14544.99 14562.82 14562.82 Pm 17.250 14452.41 14477.81 14477.81 17.333 14257.78 14311.19 14311.19 ill 17.417 13926.02 14017.07 14017.07 17.500 13498.63 13615.92 13615.92 17.583 13012.27 13145.75 13145.75 : 17.667 12531.97 12663.78 12663.78 mm 17.750 12108.02 12224.37 12224.37 17.833 11745.37 11844.90 11844.90 17.917 11446.09 11528.23 11528.23 ill 18.000 11196.90 11265.29 11265.29 mg Y: \599 \190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD NO em Saved: 6/18/2003 9:20 AM Page 50 of 92 OO PROCESS SUMMARY OF STORAGE: Pm INFLOW VOLUME = 17912.594 AF OUTFLOW VOLUME = 17912.586 AF LOSS VOLUME = 0.000 AF ********************************************* * * ** * * * * * * * * * * * * * * * * * ** * * *r* * ** mw FLOW PROCESS FROM NODE 2316.00 TO NODE 2834.00 IS CODE = 1 i » »,SUBAREA RUNOFF (UNIT- HYDROGRAPH ANALYSIS) « «< (UNIT - HYDROGRAPH ADDED TO STREAM #1) em WATERSHED AREA = 5150.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.600 HOURS VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.280 LOW LOSS FRACTION = 0.260 * HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.53 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 1.08 PM SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.40 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.51 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.73 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 8.32 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: PM 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 `1 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 13.889 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION som INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 0.794 494.308 Pm 2 2.608 1129.842 3 6.000 2112.806 10 4 12.565 4089.124 5 20.750 5097.813 6 29.829 5654.528 w 7 40.612 6715.596 8 52.865 7631.692 9 64.128 7015.158 10 73.711 5968.562 11 80.628 4308.055 12 86.199 3469.708 Pm 13 89.926 2321.250 14 92.803 1791.990 15 94.970 1349.535 16 96.451 922.272 17 97.540 678.263 18 98.151 380.733 ww 19 98.411 162.207 20 98.672 162.207 UM 21 98.932 162.117 22 99.193 162.207 23 99.453 162.117 24 99.713 162.117 Pm 25 99.974 162.117 26 100.000 16.484 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 872.5228 OP TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 2539.7229 hi NM Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD am 10 olem Saved: 6/18/2003 9:20 AM Page 51 of 92 2 4 - H O U R S T O R M mm R U N O F F H Y D R O G R A P H HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) ow TIME(HRS) VOLUME(AF) Q(CFS) 0. 900.0 1800.0 2700.0 3600.0 NM 16.000 1528.6613 2077.00 . . QV . 16.083 1543.0848 2094.30 . QV . 16.167 1558.1854 2192.61 . . Q 16.250 1574.7687 2407.89 . V Q 16.333 1593.8860 2775.84 . . V Q MO 16.417 1614.5623 3002.19 . . V Q 16.500 1636.3077 3157.44 . . . V Q • 16.583 1659.5370 3372.89 . . . V 0 16.667 1683.9857 3549.96 . . . V Q. as 16.750 1707.7971 3457.41 . . V Q 16.833 1730.3809 3279.16 . . V 0 is 16.917 1751.2963 3036.91 . . . V Q 17.000 1771.6436 2954.43 . . . V . Q 17.083 1791.1656 2834.61 . . . V .Q 17.167 1810.4526 2800.47 V .Q PO 17.250 1829.3685 2746.59 . . V Q 17.333 1847.7078 2662.86 . . Q- Og 17.417 1865.4349 2573.98 . . QV. 17.500 1882.4307 2467.78 . . Q V. 17.583 1898.6656 2357.32 . . Q V. 17.667 1914.2379 2261.09 . . . Q V Pm 17.750 1929.1587 2166.50 . . Q v 17.833 1943.4546 2075.77 . . Q V MN 17.917 1957.2194 1998.64 . . . Q V yj 18.000 1970.5055 1929.15 . . .0 •V FLOW PROCESS FROM NODE 2834.00 TO NODE 2919.00 IS CODE = 5.2 OM ,> »,MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHODccccc mm THE MODIFIED C- ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5- MINUTE Ow INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17 -52, August,1972, U.S. Department of Commerce). mm ASSUMED REGULAR CHANNEL INFORMATION: Ow BASEWIDTH(FT) = 60.00 CHANNEL Z = 0.00 UPSTREAM ELEVATION(FT) = 100.00 DOWNSTREAM ELEVATION(FT) = 38.36 OM CHANNEL LENGTH(FT) = 4600.00 MANNING'S FACTOR = 0.014 CONSTANT LOSS RATE(CFS) = 0.00 IN CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 20214.01 'M' AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 13850.36 CHANNEL NORMAL VELOCITY FOR Q = 13850.36 CFS = 36.85 FPS Om ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.956 J MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5- MINUTE w UNIT INTERVALS IS CSTAR = 0.998 MO CONVEX METHOD CHANNEL ROUTING RESULTS: OUTFLOW LESS MODEL INFLOW ROUTED LOSS , TIME (STREAM 1) FLOW (STREAM 1) (HRS) (CFS) (CFS) (CFS) 16.000 13252.91 13501.33 13501.33 OM 16.083 13047.05 13129.63 13129.63 16.167 13405.60 13262.75 13262.75 16.250 14485.81 14054.69 14054.69 ON 16.333 16203.41 15517.52 15517.52 16.417 17922.46 17235.51 17235.51 16.500 19247.66 18717.80 18717.80 MO 16.583 20052.19 19730.30 19730.30 16.667 20214.01 20148.86 20148.86 16.750 19657.73 19879.48 19879.48 mm 16.833 18887.03 19194.84 19194.84 16.917 18145.94 18442.11 18442.11 OM 17.000 17752.84 17910.19 17910.19 17.083 17477.17 17587.42 17587.42 17.167 17363.29 17408.92 17408.92 17.250 17224.40 17279.88 17279.88 as 17.333 16974.05 17074.01 17074.01 17.417 16591.05 16744.00 16744.00 MO 17.500 16083.70 16286.35 16286.35 17.583 15503.06 15735.04 15735.04 17.667 14924.88 15155.93 15155.93 mm 17.750 14390.87 14604.30 14604.30 17.833 13920.67 14108.62 14108.62 17.917 13526.87 13684.29 13684.29 • 18.000 13194.44 13327.33 13327.33 • Y: \899 \190\ Staff \Bi11F \520 \OPTJ \OPTJ13.FLD OM SO Oft l ifaved: 6/18/2003 9 :20 AM Page 52 of 92 PROCESS SUMMARY OF STORAGE: M' INFLOW VOLUME = 20452.314 AF OUTFLOW VOLUME = 20452.307 AF LOSS VOLUME = 0.000 AF * FLOW PROCESS FROM NODE 2407.00 TO NODE 2406.00 IS CODE = 1 • » » ,SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « «< we (UNIT - HYDROGRAPH ADDED TO STREAM #3) WATERSHED AREA = 575.000 ACRES O P BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.330 HOURS CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. Ms THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. A VALLEY(DEVELOPED) S -GRAPH SELECTED - MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.070 LOW LOSS FRACTION = 0.110 *HYDROGRAPH MODEL #1 SPECIFIED* 00 SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.46 MI SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 0.95 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.25 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.25 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.25 ono SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 6.50 MO *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 6 -HOUR FACTOR = 0.927 ON 24 -HOUR FACTOR = 0.956 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES aN UNIT INTERVAL PERCENTAGE OF LAG -TIME = 25.253 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 OM UNIT HYDROGRAPH DETERMINATION 10r INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) MO 1 1.514 105.279 2 7.563 420.623 3 21.192 947.801 on 4 39.300 1259.183 5 60.508 1474.767 6 77.221 1162.239 7 87.385 706.790 8 93.068 395.147 9 96.350 228.249 P"" 10 98.021 116.228 11 98.565 37.840 MO 12 99.039 32.921 13 99.512 32.921 14 99.986 32.921 ,ter 15 100.000 0.996 OM TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 31.8827 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 265.7341 Oft MI Oft oft 00 +�+ Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD PM Saved: 6/18/2003 9:20 AM Page 53 of 92 Ill m m o 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H OM HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) mm TIME(HRS) VOLUME(AF) Q(CFS) 0. 150.0 300.0 450.0 600.0 MM 16.000 163.6907 216.53 . . Q . v . 16.083 165.4710 258.51 . . Q . V . 16.167 167.7972 337.75 . . . Q V . mum 16.250 170.8280 440.07 . . . V Q. . 16.333 174.2341 494.57 . . V . Q . Mg 16.417 177.7492 510.39 . . V . Q . 16.500 180.8015 443.21 . . . V Q. . 16.583 183.3285 366.92 . . . Q V . mm 16.667 185.5646 324.68 . . .Q V . 16.750 187.7456 316.68 . . .Q V . . 16.833 189.9305 317.24 . . .Q V . . • 16.917 192.1212 318.10 . . .Q V . . 17.000 194.3600 325.06 . . .Q V. . 17.083 196.6209 328.28 . . .Q V. . w 17.167 198.8495 323.60 . . .Q V. 17.250 200.9449 304.25 . . Q V . 17.333 202.8971 283.46 . . Q . V . km 17.417 204.6777 258.55 . . Q . V . 17.500 206.3150 237.73 . . Q . .V . 17.583 207.8497 222.84 . . Q . .V PM 17.667 209.3143 212.66 . . Q . .V . 17.750 210.7272 205.15 . . Q . .V . • 17.833 212.1017 199.57 . . Q . .V . 17.917 213.4477 195.44 . . Q . . V . J 18.000 214.7673 191.61 . . Q . . V . ' 1mm ********************************************* * * * * ** * * * * * * * * * * * * * ** * * ** * * * * ** ii FLOW PROCESS FROM NODE 2901.00 TO NODE 2919.00 IS CODE = 1 » » >SUBAREA RUNOFF (UNIT - HYDROGRAPH ANALYSIS) « < ow (UNIT- HYDROGRAPH ADDED TO STREAM #1) MI WATERSHED AREA = 293.000 ACRES BASEFLOW = 0.000 CFS /SQUARE -MILE *USER ENTERED "LAG" TIME = 0.260 HOURS "w CAUTION: LAG TIME IS LESS THAN 0.50 HOURS. THE 5- MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) IM MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH /HOUR) = 0.090 LOW LOSS FRACTION = 0.120 WM *HYDROGRAPH MODEL #1 SPECIFIED* MN SPECIFIED PEAK 5- MINUTES RAINFALL(INCH)= 0.46 SPECIFIED PEAK 30- MINUTES RAINFALL(INCH)= 0.95 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.25 am SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.25 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.25 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 6.50 *USER SPECIFIED PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5- MINUTE FACTOR = 0.423 w+ 30- MINUTE FACTOR = 0.462 1 -HOUR FACTOR = 0.487 3 -HOUR FACTOR = 0.836 OM 6 -HOUR FACTOR = 0.927 24 -HOUR FACTOR = 0.956 um UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 32.051 OM RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 *"" MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 IM UNIT HYDROGRAPH DETERMINATION vim INTERVAL "S" GRAPH UNIT HYDROGRAPH OM NUMBER MEAN VALUES ORDINATES(CFS) 1 2.050 72.630 wm 2 12.541 371.%53 3 32.902 721.493 4 59.287 934.944 MI 5 79.698 723.256 6 90.409 379.536 J 7 95.683 186.871 wm 8 97.996 81.959 9 98.702 25.029 ilm 10 99.294 20.998 11 99.718 15.000 w Y: \999\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD iii w Saved: 6/18/2003 9:20 AM Page 54 of 92 12 99.929 7.500 13 100.000 2.500 w 10 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 17.7920 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 133.8640 wm w w . .. IN all w wr w wr .. Ma UM Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \0PTJ13.FLD sem gi am saved: 6/18/2003 9:20 AM Page 55 of 92 1$ 01111. 2 - H O U R R S T O R M R U N O F F H Y D R O G R A P H MO __ HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) am TIME(HRS) VOLUME(AF) Q(CFS) 0. 75.0 150.0 225.0 300.0 OW 16.000 83.1295 114.22 . Q . V . 16.083 84.1323 145.59 . Q. V . 16.167 85.5723 209.09 . V Q . " 16.250 87.4267 269.26 . . V . Q . 16.333 89.4330 291.32 V . Q . ii 16.417 91.1097 243.45 . . . V . Q . 16.500 92.3662 182.44 . . . Q V . 16.583 93.4324 154.82 . . Q V . 16.667 94.4739 151.22 . . Q V . . am 16.750 95.5432 155.26 . . Q V . . 16.833 96.6563 161.63 . . .Q V . . kw 16.917 97.7896 164.55 . . .Q V. . 17.000 98.9282 165.33 . . . Q V. . 17.083 100.0589 164.17 . . .Q V. . as 17.167 101.1508 158.54 . . .Q V . 17.250 102.1651 147.28 . . Q. V . 17.333 103.0731 131.84 . . Q . V . • 17.417 103.8923 118.95 . . Q . .V . 17.500 104.6567 111.00 . . 0 . .v . 17.583 105.3867 105.98 . . 0 . .v . eat 17.667 106.0936 102.65 . . Q . .V . 17.750 106.7846 100.33 . . Q . .V . 17.833 107.4609 98.19 . . 0 . . V . ill 17.917 108.1239 96.27 . . 0 . . V . -- 18.000 108.7751 94.56 . . 0 . . V . ****** r******rr***** r***************** * ***** * * * * *** * * * ** * * * * * *** * ** ** ** ** ** Ili FLOW PROCESS FROM NODE 2919.00 TO NODE 2406.00 IS CODE = 2 » » > FLOWBY STRUCTURE ROUTING MODEL APPLIED TO STREAM #1««< km MODEL STREAM NUMBER 1 FLOWING PAST A FLOWBY STRUCTURE: FLOWRATES IN STREAM # 1 WHICH ARE GREATER THAN Qpass IN THE FOLLOWING RELATIONSHIPS ARE ASSUMED TO BE EXCESS FLOWS. DATA PAIR Qenter Qpass 4nm NUMBER (CFS) (CFS) 0.00 0.00 ill 1 8500.00 8500.00 2 8597.00 8582.00 3 9499.00 9227.00 4 11998.00 10055.00 0.s. 5 21601.00 11394.00 FLOW EXCESS IS ASSUMED TO BE ADDED TO STREAM NUMBER 3 00 INFLOW INFLOW (STREAM 3) (STREAM 1) gum flow excess III < + <= flowby structure (maximum flowby Q = 11394.0 cfs) W. al v V STREAM 3 STREAM 1 + FLOW EXCESS FLOWBY 410 OM FLOWBY BASIN MODELING RESULTS: wm MODEL INFLOW INFLOW OUTFLOW FLOWBY TIME (STREAM 3) (STREAM 1) (STREAM 3) (STREAM 1) bp (HRS) (CFS) (CFS) (CFS) (CFS) 0.083 1.06 20.68 1.06 20.68 0.167 5.28 110.71 5.28 110.71 0.250 14.80 307.27 14.80 307.27 fan 0.333 27.46 610.77 27.46 610.77 0.417 42.32 992.93 42.32 992.93 . IMO 0.500 54.08 1432.45 54.08 1432.45 0.583 61.31 1919.00 61.31 1919.00 0.667 65.42 2425.97 65.42 2425.97 PM 0.750 67.88 2902.84 67.88 2902.84 0.833 69.22 3311.54 69.22 3311.54 0.917 69.78 3637.11 69.78 3637.11 OM 1.000 70.29 3888.20 70.29 3888.20 - -, 1.083 70.80 4078.01 70.80 4078.01 . - -� 1.167 71.31 4221.24 71.31 4221.24 pm 1.250 71.51 4331.64 71.51 4331.64 1.333 71.70 4417.49 71.70 4417.49 1.417 71.89 4485.03 71.89 4485.03 OM 1.500 72.08 4538.28 72.08 4538.28 Y: \299\ 190\ Staff \BillF \s20 \OPTJ \OPTJI3.FLD mum illi AM awed: 6/18/2003 9:20 AM Page 56 of 92 NO 1.583 72.27 4579.98 72.27 4579.98 1.667 72.47 4613.91 72.47 4613.91 . AM 1.750 72.67 4643.18 72.67 4643.18 1.833 72.86 4669.55 72.86 4669.55 1.917 73.06 4694.20 73.06 4694.20 WO 2.000 73.26 4717.97 73.26 4717.97 2.083 73.47 4741.31 73.47 4741.31 2.167 73.67 4763.32 73.67 4763.32 *A 2.250 73.88 4783.96 73.88 4783.96 2.333 74.09 4803.78 74.09 4803.78 WO 2.417 74.30 4823.17 74.30 4823.17 2.500 74.51 4842.50 74 -51 4842.50 2.583 74.73 4861.92 74.73 4861.92 2.667 74.94 4881.44 74.94 4881.44 am 2.750 75.16 4901.02 75.16 4901.02 2.833 75.38 4920.60 75.38 4920.60 w 2.917 75.60 4940.11 75.60 4940.11 3.000 75.83 4959.75 75.83 4959.75 3.083 76.05 4979.89 76.05 4979.89 MO 3.167 76.28 5000.83 76.28 5000.83 3.250 76.51 5022.49 76.51 5022.49 3.333 76.74 5044.65 76.74 5044.65 • 3.417 76.98 5067.08 76.98 5067.08 3.500 77.22 5089.76 77.22 5089.76 3.583 77.46 5112.72 77.46 5112.72 amilt 3.667 77.70 5135.97 77.70 5135.97 3.750 77.94 5159.47 77.94 5159.47 3.833 78.19 5183.14 78.19 5183.14 • 3.917 78.44 5206.91 78.44 5206.91 4.000 78.69 5230.75 78.69 5230.75 4.083 78.94 5254.64 78.94 5254.64 a, 4.167 79.20 5278.59 79.20 5278.59 . 4.250 79.46 5302.60 79.46 5302.60 4.333 79.72 5326.66 79.72 5326.66 la 4.417 79.98 5350.78 79.98 5350.78 4.500 80.25 5374.96 80.25 5374.96 -- 4.583 80.52 5399.20 80.52 5399.20 '00. 4.667 80.79 5423.51 80.79 5423.51 4.750 81.07 5447.88 81.07 5447.88 lb 4.833 81.34 5472.32 81.34 5472.32 4.917 81.63 5496.84 81.63 5496.84 5.000 81.91 5521.44 81.91 5521.44 5.083 82.20 5546.11 82.20 5546.11 PM 5.167 82.49 5570.87 82.49 5570.87 5.250 82.78 5595.71 82.78 5595.71 IN 5.333 83.08 5620.64 83.08 5620.64 5.417 83.38 5645.65 83.38 5645.65 5.500 83.68 5670.77 83.68 5670.77 5.583 83.99 5696.06 83.99 5696.06 ama 5.667 84.30 5721.73 84.30 5721.73 5.750 84.61 5748.06 84.61 5748.06 kw 5.833 84.93 5775.23 84.93 5775.23 5.917 85.25 5803.12 85.25 5803.12 6.000 85.58 5831.48 85.58 5831.48 6.083 85.91 5860.09 85.91 5860.09 yak 6.167 86.24 5888.86 86.24 5888.86 6.250 86.58 5917.72 86.58 5917.72 WO 6.333 86.92 5946.69 86.92 5946.69 6.417 87.26 5975.75 87.26 5975.75 6.500 87.61 6004.93 87.61 6004.93 aNa 6.583 87.97 6034.21 87.97 6034.21 6.667 88.32 6063.60 88.32 6063.60 6.750 88.69 6093.11 88.69 6093.11 6.833 89.06 6122.75 89.06 6122.75 6.917 89.43 6152.50 89.43 6152.50 7.000 89.81 6182.40 89.81 6182.40 am 7.083 90.19 6212.43 90.19 6212.43 7.167 90.58 6242.61 90.58 6242.61 7.250 90.97 6272.93 90.97 6272.93 IN 7.333 91.37 6303.41 91.37 6303.41 7.417 91.77 6334.04 91.77 6334.04 7.500 92.18 6364.85 92.18 6364.85 am 7.583 92.60 6395.82 92.60 6395.82 7.667 93.01 6426.98 93.01 6426.98 . 7.750 93.44 6458.32 93.44 6458.32 ris 7.833 93.87 6489.85 93.87 6489.85 7.917 94.31 6521.58 94.31 6521.58 8.000 94.76 6553.52 94.76 6553.52 am 8.083 95.21 6585.65 95.21 6585.65 8.167 95.67 6617.90 95.67 6617.90 OW 8.250 96.14 6650.05 96.14 6650.05 8.333 96.61 6681.92 96.61 6681.92 8.417 97.09 6713.43 97.09 6713.43 8.500 97.57 6744.74 97.57 6744.74 '" 8.583 98.07 6776.06 98.07 6776.06 8.667 98.57 6807.56 98.57 6807.56 OW 8.750 99.08 6839.31 99.08 6839.31 8.833 99.60 6871.38 99.60 6871.38 8.917 100.13 6903.75 100.13 6903.75 , 9.000 100.67 6936.45 100.67 6936.45 9.083 101.21 6969.48 101.21 6969.48 9.167 101.77 7002.87 101.77 7002.87 kw 9.250 102.33 7036.60 102.33 7036.60 9.333 102.90 7070.71 102.90 7070.71 i 9.417 103.49 7105.19 103.49 7105.19 w 9.500 104.08 7140.07 104.08 7140.07 9.583 104.69 7175.33 104.69 7175.33 9.667 105.30 7211.03 105.30 7211.03 OW 9.750 105.93 7247.14 105.93 7247.14 O M Y: \899\ 190\ Staff \Bi1IF \s20 \OPTJ \OPTJI3.FLD 10 OM 'awed: 6/18/2003 9:20 AM Page 57 of 92 Ni 9.833 106.57 7283.70 106.57 7283.70 9.917 107.22 7320.71 107.22 7320.71 10.000 107.88 7358.19 107.88 7358.19 mum 10.083 108.56 7396.15 108.56 7396.15 10.167 109.25 7434.61 109.25 7434.61 - OM 10.250 109.96 7473.58 109.96 7473.58 10.333 110.67 7513.09 110.67 7513.09 10.417 111.41 7553.15 111.41 7553.15 on 10.500 112.15 7593.78 112.15 7593.78 10.583 112.92 7634.98 112.92 7634.98 10.667 113.70 7676.81 113.70 7676.81 MO 10.750 114.50 7719.25 114.50 7719.25 10.833 115.31 7762.36 115.31 7762.36 10.917 116.14 7806.19 116.14 7806.19 on 11.000 116.99 7850.96 116.99 7850.96 11.083 117.87 7896.91 117.87 7896.91 OW 11.167 118.75 7944.25 118.75 7944.25 11.250 119.67 7992.89 119.67 7992.89 11.333 120.60 8042.69 120.60 8042.69 11.417 121.56 8093.45 121.56 8093.45 MM 11.500 122.54 8145.14 122.54 8145.14 11.583 123.55 8197.72 123.55 8197.72 0 11.667 124.58 8251.25 124.58 8251.25 11.750 125.64 8305.73 125.64 8305.73 11.833 126.73 8361.24 126.73 8361.24 11.917 127.85 8417.79 127.85 8417.79 OM 12.000 128.99 8475.47 128.99 8475.47 12.083 130.80 8537.13 136.54 8531.39 ill 12.167 134.49 8609.41 153.02 8590.88 12.250 141.32 8701.47 186.08 8656.70 12.333 149.99 8824.15 229.70 8744.43 am 12.417 159.94 8981.79 284.58 8857.16 12.500 168.04 9172.62 347.05 8993.61 12.583 173.48 9388.63 414.04 9148.08 ON 12.667 177.09 9612.90 525.24 9264.74 12.750 179.75 9824.10 669.13 9334.72 - I 12.833 181.77 10010.42 795.74 9396.45 °10im 12.917 183.39 10169.79 903.93 9449.26 13.000 185.00 10307.96 997.93 9495.04 13.083 186.68 10430.33 1081.43 9535.58 ON 13.167 188.39 10541.66 1157.58 9572.47 13.250 189.98 10645.58 1228.66 9606.90 13.333 191.60 10743.77 1295.94 9639.43 0. 13.417 193.30 10837.60 1360.38 9670.52 13.500 195.05 10928.06 1422.61 9700.50 13.583 196.88 11016.19 1483.38 9729.70 No 13.667 198.76 11103.87 1543.88 9758.75 13.750 200.75 11192.41 1605.08 9788.08 13.833 202.79 11282.63 1667.45 9817.98 w. 13.917 204.95 11375.05 1731.40 9848.60 14.000 207.18 11470.19 1797.26 9880.12 ON 14.083 211.23 11578.40 1873.66 9915.97 14.167 220.36 11723.75 1979.98 9964.13 14.250 237.90 11941.65 2143.22 10036.33 14.333 260.07 12273.54 2440.19 10093.42 °' 14.417 285.20 12727.97 2856.39 10156.78 14.500 304.69 13280.06 3350.99 10233.76 ✓ 14.583 316.32 13892.56 3889.71 10319.17 14.667 322.61 14517.23 4433.57 10406.27 14.750 326.01 15092.90 4932.37 10486.54 14.833 327.50 15577.88 5351.22 10554.16 mem 14.917 327.64 15956.45 5677.14 10606.95 15.000 327.68 16239.18 5920.49 10646.37 ON 15.083 327.67 16442.49 6095.44 10674.72 --- 15.167 327.63 16584.35 6217.48 10694.50 A 15.250 327.03 16681.38 6300.39 10708.03 ww 15.333 326.38 16743.88 6353.52 10716.75 15.417 323.10 16763.25 6366.90 10719.45 15.500 312.16 16708.05 6308.46 10711.75 O W 15.583 288.91 16531.34 6133.14 10687.11 15.667 259.71 16178.04 5799.91 10637.85 15.750 228.07 15645.49 5309.97 10563.59 A. 15.833 207.82 14983.52 4720.05 10471.29 15.917 204.18 14267.83 4100.52 10371.50 16.000 216.53 13615.54 3551.53 10280.54 ON 16.083 258.51 13275.22 3300.64 10233.09 16.167 337.75 13471.84 3549.09 10260.51 16.250 440.07 14323.95 4384.70 10379.32 ww 16.333 494.57 15808.84 5717.04 10586.37 16.417 510.39 17478.96 7170.11 10819.24 WI 16.500 443.21 18900.25 8326.03 11017.42 16.583 366.92 19885.12 9097.29 11154.75 16.667 324.68 20300.08 9412.15 11212.60 16.750 316.68 20034.75 9175.82 11175.61 ow 16.833 317.24 19356.47 8592.68 11081.03 16.917 318.10 18606.66 7948.28 10976.48 ON 17.000 325.06 18075.52 7498.16 10902.42 17.083 328.28 17751.59 7222.61 10857.25 17.167 323.60 17567.46 7059.49 10831.58 17.250 304.25 17427.16 6919.39 10812.02 am 17.333 283.46 17205.85 6708.15 10781.16 17.417 258.55 16862.95 6388.15 10733.35 IN 17.500 237.73 16397.35 5966.66 10668.43 17.583 222.84 15841.02 5473.00 10590.85 _j 17.667 212.66 15258.58 4961.60 10509.64 ma 17.750 205.15 14704.63 4477.38 10432.40 17.833 199.57 14206.81 4043.39 10362.99 17.917 195.44 13780.56 3672.45 10303.55 OM 18.000 191.61 13421.89 3359.96 10253.54 w Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD II mm s aved: 6/18/2003 9:20 AM Page 58 of 92 f 18.083 187.36 13119.00 3095.05 10211.31 18.167 181.41 12847.45 2855.42 10173.44 *m 18.250 173.00 12611.68 2644.11 10140.57 18.333 162.89 12409.11 2459.67 10112.32 OM 18.417 151.61 12222.70 2287.97 10086.33 18.500 142.24 12034.49 2116.64 10060.09 18.583 135.66 11833.12 1968.41 10000.37 18.667 131.01 11622.49 1822.92 9930.58 mim 18.750 127.46 11417.16 1682.07 9862.55 18.833 124.67 11227.33 1552.35 9799.65 NM 18.917 122.44 11055.97 1435.54 9742.88 19.000 120.34 10900.06 1329.18 9691.22 19.083 118.33 10757.21 1231.65 9643.89 .a. 19.167 116.39 10625.90 1141.92 9600.38 19.250 114.73 10503.41 1058.34 9559.79 19.333 113.14 10387.69 979.37 9521.45 NM 19.417 111.61 10276.88 903.75 9484.74 19.500 - 110.15 10169.96 830.80 9449.31 19.583 108.75 10066.48 760.20 9415.02 .w 19.667 107.40 9965.56 691.37 9381.59 19.750 106.10 9866.65 623.93 9348.82 MO 19.833 104.84 9769.67 557.83 9316.68 19.917 103.64 9674.52 493.00 9285.16 20.000 102.47 9581.14 429.40 9254.22 20.083 101.35 9489.54 370.65 9220.23 PM 20.167 100.26 9400.11 344.08 9156.28 20.250 99.21 9312.77 318.15 9093.83 ill 20.333 98.19 9227.24 292.76 9032.67 20.417 97.20 9143.69 267.97 8972.92 20.500 96.24 9063.20 . 244.07 8915.37 20.583 95.32 8988.24 221.79 8861.77 wm 20.667 94.42 8921.48 201.87 8814.03 20.750 93.54 8863.63 184.51 8772.66 kw 20.833 92.69 8813.02 169.24 8736.47 20.917 91.86 8767.02 155.31 8703.58 21.000 91.06 8723.64 142.14 8672.56 21.083 90.27 8681.80 129.44 8642.64 _Pm 21.167 89.51 8641.08 117.07 8613.52 21.250 88.77 8601.29 104.99 8585.07 MO 21.333 88.04 8562.37 97.69 8552.72 21.417 87.34 8524.26 91.09 8520.50 21.500 86.65 8486.92 86.65 8486.92 21.583 85.97 8450.32 85.97 8450.32 e.. 21.667 85.32 8414.44 85.32 8414.44 21.750 84.68 8379.23 84.68 8379.23 Mg 21.833 84.05 8344.68 84.05 8344.68 21.917 83.44 8310.76 83.44 8310.76 22.000 - 82.84 8277.43 82.84 8277.43 w 22.083 82.25 8244.69 82.25 8244.69 22.167 81.68 8212.51 81.68 8212.51 22.250 81.12 8180.86 81.12 8180.86 NM 22.333 80.57 8149.74 80.57 8149.74 22.417 80.03 8119.12 80.03 8119.12 22.500 79.50 8088.99 79.50 8088.99 s 22.583 78.99 8059.32 78.99 8059.32 22.667 78.48 8030.10 78.48 8030.10 22.750 77.99 8001.32 77.99 8001.32 ON 22.833 77.50 7972.97 77.50 7972.97 22.917 77.02 7945.02 77.02 7945.02 23.000 76.55 7917.46 76.55 7917.46 41.. 23.083 76.09 7890.29 76.09 7890.29 23.167 75.64 7863.49 75.64 7863.49 23.250 75.20 7837.05 75.20 7837.05 ill 23.333 74.76 7810.95 74.76 7810.95 23.417 74.34 7785.20 74.34 7785.20 23.500 73.92 7759.77 73.92 7759.77 m. 23.583 73.50 7734.61 73.50 7734.61 23.667 73.10 7709.64 73.10 7709.64 ii 23.750 72.70 7684.70 72.70 7684.70 23.833 72.31 7659.73 72.31 7659.73 23.917 71.92 7634.76 71.92 7634.76 24.000 71.54 7609.90 71.54 7609.90 mm 24.083 70.12 7576.92 70.12 7576.92 24.167 65.54 7516.99 65.54 7516.99 OM 24.250 55.71 7401.49 55.71 7401.49 24.333 42.82 7192.20 42.82 7192.20 24.417 27.83 6873.10 27.83 6873.10 24.500 16.05 6455.27 16.05 6455.27 " 24.583 8.89 5964.79 8.89 5964.79 24.667 4.88 5445.14 4.88 5445.14 O M 24.750 2.57 4955.23 2.57 4955.23 24.833 1.40 4535.55 1.40 4535.55 24.917 1.01 4201.21 1.01 4201.21 25.000 0.67 3943.23 0.67 3943.23 wm 25.083 0.34 3748.00 0.34 3748.00 25.167 0.01 3600.53 0.01 3600.53 • 25.250 0.00 3486.81 0.00 3486.81 25.333 0.00 3398.40 0.00 3398.40 25.417 0.00 3328.89 0.00 3328.89 ®. 25.500 0.00 3274.18 0.00 3274.18 25.583 0.00 3231.40 0.00 3231.40 ill 25.667 0.00 3196.59 0.00 3196.59 25.750 0.00 3166.37 0.00 3166.37 25.833 0.00 3138.81 0.00 3138.81 ._.i 25.917 0.00 3112.61 0.00 3112.61 w* 26.000 0.00 3086.98 0.00 3086.98 26.083 0.00 3061.49 0.00 3061.49 26.167 0.00 3037.14 0.00 3037.14 MM 26.250 0.00 3014.09 0.00 3014.09 ..0 Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD OW oft .awed: 6/18/2003 9:20 AM Page 59 of 92 26.333 0.00 2991.93 0.00 2991.93 26.417 0.00 2970.35 0.00 2970.35 26.500 0.00 2949.00 0.00 2949.00 26.583 0.00 2927.77 0.00 2927.77 S 26.667 0.00 2906.64 0.00 2906.64 26.750 0.00 2885.65 0.00 2885.65 26.833 0.00 2864.88 0.00 2864.88 -- 26.917 0.00 2844.47 0.00 2844.47 a.s 27.000 0.00 2824.51 0.00 2824.51 27.083 0.00 2804.93 0.00 2804.93 Ili 27.167 0.00 2785.64 0.00 2785.64 27.250 0.00 2766.53 0.00 2766.53 27.333 0.00 2747.55 0.00 2747.55 , ... 27.417 0.00 2728.67 0.00 2728.67 27.500 0.00 2709.86 0.00_ 2709.86 27.583 0.00 2691.06 0.00 2691.06 Ili 27.667 0.00 2672.19 0.00 2672.19 27.750 0.00 2653.25 0.00 2653.25 27.833 0.00 2634.29 0.00 2634.29 am 27.917 0.00 2615.38 0.00 2615.38 28.000 0.00 2596.55 0.00 2596.55 28.083 0.00 2577.84 0.00 2577.84 ON 28.167 0.00 2559.25 0.00 2559.25 28.250 0.00 2540.79 0.00 2540.79 28.333 0.00 2522.45 0.00 2522.45 Rom 28.417 0.00 2504.24 0.00 2504.24 28.500 0.00 2486.15 0.00 2486.15 01 28.583 0.00 2468.18 0.00 2468.18 28.667 0.00 2450.34 0.00 2450.34 28.750 0.00 2432.62 0.00 2432.62 28.833 0.00 2415.03 0.00 2415.03 PM 28.917 0.00 2397.56 0.00 2397.56 29.000 0.00 2380.21 0.00 2380.21 ON 29.083 0.00 2362.98 0.00 2362.98 29.167 0.00 2345.80 0.00 2345.80 11 29.250 0.00 2328.39 0.00 2328.39 29.333 0.00 2310.24 0.00 2310.24 -04.m 29.417 0.00 2291.02 0.00 2291.02 29.500 0.00 2270.85 0.00 2270.85 II 29.583 0.00 2250.14 0.00 2250.14 29.667 0.00 2229.29 0.00 2229.29 29.750 0.00 2208.53 0.00 2208.53 29.833 0.00 2187.93 0.00 2187.93 os 29.917 0.00 2167.51 0.00 2167.51 30.000 0.00 2147.28 0.00 2147.28 el ttwtttttttttttttttttt tt tttttttttt tttttttttttttttttt ttt ttt ttttttttttt ttt t tttt FLOW PROCESS FROM NODE 2406.00 TO NODE 2406.00 IS CODE = 3.3 mm » »>FLOW- THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #3««* e = INFLOW 444. (STREAM 3) VD V effective depth T - (and volume) u.. V detention < - -> outflow basin • A 1 1 V dead storage basin outlet w OUTFLOW (STREAM 3) iiii ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 3 NM THROUGH A FLOW- THROUGH DETENTION BASIN SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: al DEAD STORAGE(AF) = 0.000 SPECIFIED DEAD STORAGE(AF) FILLED = 0.000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.001 .. DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00 • BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE , n.i NUMBER (FT) (CFS) (AF) 1 0.00 0.00 0.000 2 2.00 0.00 9.030 • 3 4.00 0.00 47.310 4 6.00 0.00 120.240 5 8.00 0.00 203.240 ... 6 8.40 136.34 220.700 7 9.66 443.54 276.250 8 11.25 665.60 347.870 Mr 9 13.82 917.13 466.340 _ 10 16.78 1140.01 606.900 .) 11 18.27 1100.74 679.360 4^ 12 18.99 1210.96 714.730 13 19.67 1299.65 748.440 OW 14 20.29 1374.07 779.310 15 20.82 1434.09 805.830 .w Y: \899\ 190\ Staff \BillF \s20 \OPTJ \OPTJI3.FLD OM oft w aved: 6/18/2003 9:20 AM Page 60 of 92 16 21.27 1483.34 828.470 17 21.63 1522.35 846.640 +4. 18 21.90 1551.01 860.270 19 22.14 1574.52 872.450 NM 20 22.40 1597.76 885.690 21 22.78 1628.06 905.050 22 23.39 634.56 936.300 23 26.37 758.82 1091.380 NM 24 29.55 885.77 1261.450 25 32.05 976.98 1398.480 MO 26 34.22 1047.75 1519.940 27 35.98 1103.81 1620.250 28 37.19 1142.49 1690.220 29 37.97 1166.64 1735.640 PM 30 38.47 1329.03 1764.990 31 38.72 1469.16 1779.680 MM 32 38.78 1509.32 1783.200. so FINITE DIFFERENCE ROUTING MODEL RESULTS(1- MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; ON MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN on TIME DEAD- STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) MO 0.017 0.000 1.06 0.00 0.00 0.0 0.002 0.033 0.000 1.06 0.00 0.00 0.0 0.004 0.050 0.000 1.06 0.00 0.00 0.0 0.005 w 0.067 0.000 1.06 0.00 0.00 0.0 0.007 0.083 0.000 1.06 0.00 0.00 0.0 0.008 ON 0.100 0.000 5.28 0.00 0.00 0.0 0.016 0.117 • 0.000 5.28 0.00 0.01 0.0 0.023 - -i 0.133 0.000 5.28 0.00 0.01 0.0 0.030 ,.._1 0.150 0.000 5.28 0.00 0.01 0.0 0.037 . w 0.167 0.000 5.28 0.00 0.01 0.0 0.045 0.183 0.000 14.80 0.00 0.01 0.0 0.065 MI 0.200 0.000 14.80 0.00 0.02 0.0 - 0.085 0.217 0.000 14.80 0.00 0.02 0.0 0.106 0.233 0.000 14.80 0.00 0.03 0.0 0.126 0.250 0.000 14.80 0.00 0.03 0.0 0.147 om 0.267 0.000 27.46 0.00 0.04 0.0 0.184 0.283 0.000 27.46 0.00 0.05 0.0 0.222 OW 0.300 0.000 27.46 0.00 0.06 0.0 0.260 0.317 0.000 27.46 0.00 0.07 0.0 0.298 0.333 0.000 27.46 0.00 0.07 0.0 0.336 0.350 0.000 42.32 0.00 0.09 0.0 0.394 Aw 0.367 0.000 42.32 0.00 0.10 0.0 0.452 0.383 0.000 42.32 0.00 0.11 0.0 0.511 IM 0.400 0.000 42.32 0.00 0.13 0.0 0.569 0.417 0.000 42.32 0.00 0.14 0.0 0.627 0.433 0.000 54.08 0.00 0.16 0.0 0.702 OM 0.450 0.000 54.08 0.00 0.17 0.0 0.776 0.467 0.000 54.08 0.00 0.19 0.0 0.851 0.483 0.000 54.08 0.00 0.20 0.0 0.925 II 0.500 0.000 54.08 0.00 0.22 0.0 1.000 0.517 0.000 61.31 0.00 0.24 0.0 1.084 0.533 0.000 61.31 0.00 0.26 0.0 1.169 PM 0.550 0.000 61.31 0.00 0.28 0.0 1.253 0.567 0.000 61.31 0.00 0.30 0.0 1.337 0.583 0.000 61.31 0.00 0.31 0.0 1.422 ON 0.600 0.000 65.42 0.00 0.33 0.0 1.512 7 0.617 0.000 65.42 0.00 0.35 0.0 1.602 0.633 0.000 65.42 0.00 0.37 0.0 1.692 wm 0.650 0.000 65.42 0.00 0.39 0.0 1.782 0.667 0.000 65.42 0.00 0.41 0.0 1.872 IN 0.683 0.000 67.88 0.00 0.44 0.0 1.966 0.700 0.000 67.88 0.00 0.46 0.0 2.059 0.717 0.000 67.88 0.00 0.48 0.0 2.153 0.733 0.000 67.88 0.00 0.50 0.0 2.246 .rn 0.750 0.000 67.88 0.00 0.52 0.0 2.340 0.767 0.000 69.22 0.00 0.54 0.0 2.435 al 0.783 0.000 69.22 0.00 0.56 0.0 2.531 0.800 0.000 69.22 0.00 0.58 0.0 2.626 0.817 0.000 69.22 0.00 0.60 0.0 2.721 0.833 0.000 69.22 0.00 0.62 0.0 2.817 min 0.850 0.000 69.78 0.00 0.65 0.0 2.913 0.867 0.000 69.78 0.00 0.67 0.0 3.009 MO 0.883 0.000 69.78 0.00 0.69 0.0 3.105 0.900 0.000 69.78 0.00 0.71 0.0 3.201 0.917 0.000 69.78 0.00 0.73 0.0 3.297 r 0.933 0.000 70.29 0.00 0.75 0.0 3.394 0.950 0.000 70.29 0.00 0.77 0.0 3.491 0.967 0.000 70.29 0.00 0.79 0.0 3.588 ON 0.983 0.000 70.29 0.00 0.82 0.0 3.684 1.000 0.000 70.29 0.00 0.84 0.0 3.781 1.017 0.000 70.80 0.00 0.86 0.0 3.879 mm 1.033 0.000 70.80 0.00 0.88 0.0 3.976 1.050 0.000 70.80 0.00 0.90 0.0 4.074 1.067 0.000 70.80 0.00 0.92 0.0 4.171 ON 1.083 0.000 70.80 0.00 0.95 0.0 4.269 1.100 0.000 71.31 0.00 0.97 0.0 4.367 _..� 1.117 0.000 71.31 0.00 0.99 0.0 4.465 lam 1.133 0.000 71.31 0.00 1.01 0.0 4.564 1.150 0.000 71.31 0.00 1.03 0.0 4.662 MM 1.167 0.000 71.31 0.00 1.05 0.0 4.760 1.183 0.000 71.51 0.00 1.08 0.0 4.858 ,.,.. Y: \899 \190\ Staff \BillF \s20 \OPTJ \OPTJI3.FLD ON oft aved: 6/18/2003 9:20 AM Page 61 of 92 44 1.200 0.000 71.51 0.00 1.10 0.0 4.957 1.217 0.000 71.51 0.00 1.12 0.0 5.055 s 1.233 0.000 71.51 0.00 1.14 0.0 5.154 1.250 0.000 71.51 0.00 1.16 0.0 5.252 1.267 0.000 71.70 0.00 1.29 0.0 5.351 44 1.283 0.000 71.70 0.00 1.21 0.0 5.450 1.300 0.000 71.70 0.00 1.23 0.0 5.549 1.317 0.000 71.70 0.00 1.25 0.0 5.647 to. 1.333 0.000 71.70 0.00 1.27 0.0 5.746 1.350 0.000 71.89 0.00 1.29 0.0 5.845 1.367 0.000 71.89 0.00 1.32 0.0 5.944 MS 1.383 0.000 71.89 0.00 1.34 0.0 6.043 1.400 0.000 71.89 0.00 1.36 0.0 6.142 1.417 0.000 71.89 0.00 1.38 0.0 6.241 am. 1.433 0.000 72.08 0.00 1.40 0.0 6.341 1.450 0.000 72.08 0.00 1.43 0.0 6.440 OW 1.467 0.000 72.08 0.00 1.45 0.0 6.539 1.483 0.000 72.08 0.00 1.47 0.0 6.638 1.500 0.000 72.08 0.00 1.49 0.0 6.738 .w 1.517 0.000 72.27 . 0.00 1.51 0.0 6.837 1.533 0.000 72.27 0.00 1.54 0.0 6.937 1.550 0.000 72.27 0.00 1.56 0.0 7.036 4W 1.567 0.000 72.27 0.00 1.58 0.0 7.136 1.583 0.000 72.27 0.00 1.60 0.0 7.236 1.600 0.000 72.47 0.00 1.62 0.0 7.335 oft 1.617 0.000 72.47 0.00 1.65 0.0 7.435 ' 1.633 0.000 72.47 0.00 1.67 0.0 7.535 1.650 0.000 72.47 0.00 1.69 0.0 7.635 - 1.667 0.000 72.47 0.00 1.71 0.0 7.735 1.683 0.000 72.67 0.00 1.74 0.0 7.835 1.700 0.000 72.67 0.00 1.76 0.0 7.935 ... 1.717 0.000 72.67 0.00 1.78 0.0 8.035 1.733 0.000 72.67 0.00 1.80 0.0 8.135 1.750 0.000 72.67 0.00 1.82 0.0 8.235 40 1.767 0.000. 72.86 0.00 1.85 0.0 8.335 - _'1 1.783 0.000 72.86 0.00 1.87 0.0 8.436 J 1.800 0.000 72.86 0.00 1.89 0.0 8.536 _ 1.817 0.000 72.86 0.00 1.91 0.0 8.637 1.833 0.000 72.86 0.00 1.94 0.0 8.737 1.850 0.000 73.06 0.00 1.96 0.0 8.838 W O 1.867 0.000 73.06 0.00 1.98 0.0 8.938 1.883 0.000 73.06 0.00 2.00 0.0 9.039 1.900 0.000 73.06 0.00 2.01 0.0 9.139 '^ 1.917 0.000 73.06 0.00 2.01 0.0 9.240 1.933 0.000 73.26 0.00 2.02 0.0 9.341 1.950 0.000 73.26 0.00 2.02 0.0 9.442 WO 1.967 0.000 73.26 0.00 2.03 0.0 9.543 1.983 0.000 73.26 0.00 2.03 0.0 9.644 2.000 0.000 73.26 0.00 2.04 0.0 9.745 "` 2.017 0.000 73.47 0.00 2.04 0.0 9.846 2.033 0.000 73.47 0.00 2.05 0.0 9.947 WO 2.050 0.000 73.47 0.00 2.05 0.0 10.048 2.067 0.000 73.47 0.00 2.06 0.0 10.149 2.083 0.000 73.47 0.00 2.06 0.0 10.251 2.100 0.000 73.67 0.00 2.07 0.0 10.352 ...." 2.117 0.000 73.67 0.00 2.07 0.0 10.454 2.133 0.000 73.67 0.00 2.08 0.0 10.555 2.150 0.000 73.67 0.00 2.08 0.0 10.657 2.167 0.000 73.67 0.00 2.09 0.0 10.758 2.183 0.000 73.88 0.00 2.10 0.0 10.860 ..d 2.200 0.000 73.88 0.00 2.10 0.0 10.962 2.217 0.000 73.88 0.00 2.11 0.0 11.063 2.233 0.000 73.88 0.00 2.11 0.0 11.165 illiT 2.250 0.000 73.88 0.00 2.12 0.0 11.267 2.267 0.000 74.09 0.00 2.12 0.0 11.369 2.283 0.000 74.09 0.00 2.13 0.0 11.471 - 2.300 0.000 74.09 0.00 2.13 0.0 11.573 2.317 0.000 74.09 0.00 2.14 0.0 11.675 2.333 0.000 74.09 0.00 2.14 0.0 11.777 44 2.350 0.000 74.30 0.00 2.15 0.0 11.879 2.367 0.000 74.30 0.00 2.15 0.0 11.982 2.383 0.000 74.30 0.00 2.16 0.0 12.084 aft 2.400 0.000 74.30 0.00 2.16 0.0 12.186 2.417 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14.267 0.000 2440.19 0.00 9.72 447.6 278.956 14.283 0.000 2440.19 0.00 9.78 456.2 281.689 14.300 0.000 2440.19 0.00 9.84 464.6 284.410 14.317 0.000 2440.19 0.00 9.90 473.0 287.120 m+ 14.333 0.000 2440.19 0.00 9.96 481.4 289.818 14.350 0.000 2856.39 0.00 10.03 490.7 293.076 OM 14.367 0.000 2856.39 0.00 10.11 500.7 296.321 14.383 0.000 2856.39 0.00 10.18 510.8 299.552 yew Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD MN ,..,.,Saved: 6/18/2003 9:20 AM Page 69 of 92 i 14.400 0.000 2856.39 0.00 10.25 520.8 302.769 14.417 0.000 2856.39 0.00 10.32 530.7 305.972 +M 14.433 0.000 3350.99 0.00 10.41 541.7 309.842 14.450 0.000 3350.99 0.00 10.49 553.7 313.695 fill 14.467 0.000 3350.99 0.00 10.58 565.6 317.531 14.483 0.000 3350.99 0.00 10.66 577.5 321.352 14.500 0.000 3350.99 0.00 10.75 589.3 325.156 14.517 0.000 3889.71 0.00 10.85 602.2 329.684 /m 14.533 0.000 3889.71 0.00 10.95 616.2 334.193 14.550 0.000 3889.71 0.00 11.05 630.2 338.683 WO 14.567 0.000 3889.71 0.00 11.15 644.0 343.153 14.583 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1115.093 16.633 0.000 9412.15 0.00 27.04 781.0 1126.982 16.650 0.000 9412.15 0.00 27.26 789.8 1138.858 -min 16.667 0.000 9412.15 0.00 27.48 798.7 1150.722 16.683 0.000 9175.82 0.00 27.70 807.4 1162.249 OS 16.700 0.000 9175.82 0.00 27.91 816.0 1173.764 16.717 0.000 9175.82 0.00 28.13 824.6 1185.267 16.733 0.000 9175.82 0.00 28.34 833.2 1196.758 wow 16.750 0.000 9175.82 0.00 28.56 841.8 1208.238 16.767 0.000 8592.68 0.00 28.75 850.0 1218.902 16.783 0.000 8592.68 0.00 28.95 858.0 1229.556 ill 16.800 0.000 8592.68 0.00 29.15 865.9 1240.199 16.817 0.000 8592.68 0.00 29.35 873.9 1250.831 16.833 0.000 8592.68 0.00 29.55 881.8 1261.452 sum 16.850 0.000 7948.28 0.00 29.73 889.0 1271.176 16.867 0.000 7948.28 0.00 29.90 895.5 1280.890 16.883 0.000 7948.28 0.00 30.08 901.9 1290.596 SO 16.900 0.000 7948.28 0.00 30.26 908.4 1300.293 16.917 0.000 7948.28 0.00 30.44 914.8 1309.981 16.933 0.000 7498.16 0.00 30.60 921.1 1319.040 mom 16.950 0.000 7498.16 0.00 30.77 927.1 1328.091 16.967 0.000 7498.16 0.00 30.93 933.1 1337.134 16.983 0.000 7498.16 0.00 31.10 939.2 1346.168 SO 17.000 0.000 7498.16 0.00 31.26 945.2 1355.194 17.017 0.000 7222.61 0.00 31.42 951.0 1363.833 17.033 0.000 7222.61 0.00 31.58 956.8 1372.463 wn 17.050 0.000 7222.61 0.00 31.73 962.5 1381.086 17.067 0.000 7222.61 0.00 31.89 968.3 1389.701 S 17.083 0.000 7222.61 0.00 32.05 974.0 1398.308 17.100 0.000 7059.49 0.00 32.20 979.3 1406.683 17.117 0.000 7059.49 0.00 32.35 984.2 1415.051 --+ 17.133 0.000 7059.49 0.00 32.50 989.1 1423.412 w- 17.150 0.000 7059.49 0.00 32.64 993.9 1431.767 17.167 0.000 7059.49 0.00 32.79 998.8 1440.115 MO 17.183 0.000 6919.39 0.00 32.94 1003.6 1448.263 17.200 0.000 6919.39 0.00 33.08 1008.4 1456.405 17.217 0.000 6919.39 0.00 33.23 1013.1 1464.541 17.233 0.000 6919.39 0.00 33.38 1017.8 1472.670 mm 17.250 0.000 6919.39 0.00 33.52 1022.6 1480.792 17.267 0.000 6708.15 0.00 33.66 1027.2 1488.617 OM 17.283 0.000 6708.15 0.00 33.80 1031.8 1496.436 17.300 0.000 6708.15 0.00 33.94 1036.3 1504.248 17.317 0.000 6708.15 0.00 34.08 1040.9 1512.054 mm 17.333 0.000 6708.15 0.00 34.22 1045.4 1519.854 17.350 0.000 6388.15 0.00 34.35 1049.8 1527.207 17.367 0.000 6388.15 0.00 34.48 1053.9 1534.555 SO 17.383 0.000 6388.15 0.00 34.61 1058.0 1541.897 17.400 0.000 6388.15 0.00 34.73 1062.1 1549.233 17.417 0.000 6388.15 0.00 34.86 1066.2 1556.563 sum 17.433 0.000 5966.66 0.00 34.98 1070.1 1563.308 17.450 0.000 5966.66 0.00 35.10 1073.9 1570.047 17.467 0.000 5966.66 0.00 35.22 1077.6 1576.782 SO 17.483 0.000 5966.66 0.00 35.34 1081.4 1583.511 17.500 0.000 5966.66 0.00 35.45 1085.2 1590.234 17.517 0.000 5473.00 0.00 35.56 1088.7 1596.273 on 17.533 0.000 5473.00 0.00 35.67 1092.1 1602.308 17.550 0.000 5473.00 0.00 35.77 1095.5 1608.337 SS 17.5.67 0.000 5473.00 0.00 35.88 1098.8 1614.362 17.583 0.000 5473.00 0.00 35.98 1102.2 1620.383 17.600 0.000 4961.60 0.00 36.07 1105.4 1625.694 -� 17.617 0.000 4961.60 0.00 36.17 1108.3 1631.002 mom 17.633 0.000 4961.60 0.00 36.26 1111.2 1636.306 17.650 0.000 4961.60 0.00 36.35 1114.2 1641.605 • 17.667 0.000 4961.60 0.00 36.44 1117.1 1646.901 17.683 0.000 4477.38 0.00 36.52 1119.8 1651.526 mw Y: \B99 \190\ Staff \Bi11F \s20 \OPTJ \0PTJ13.FLD ill ow laved: 6/18/2003 9.20 AM Page 71 of 92 17.700 0.000 4477.38 0.00 36.60 1122.4 1656.147 ' 17.717 0.000 4477.38 0.00 36.68 1124.9 1660.764 17.733 0.000 4477.38 0.00 36.76 1127.5 1665.379 . 17.750 0.000 4477.38 0.00. 36.84 1130.0 1669.989 17.767 0.000 4043.39 0.00 36.91 1132.4 1673.999 17.783 0.000 4043.39 0.00 36.98 1134.6 1678.005 17.800 0.000 4043.39 0.00 37.05 1136.8 1682.009 ma 17.817 0.000 4043.39 0.00 37.12 1139.1 1686.010 17.833 0.000 4043.39 0.00 37.19 1141.3 1690.007 in 17.850 0.000 3672.45 0.00 37.25 1143.3 1693.491 17.867 0.000 3672.45 0.00 37.31 1145.2 1696.972 17.883 0.000 3672.45 0.00 37.37 1147.0 1700.450 __ 17.900 0.000 3672.45 0.00 37.43 1148.9 1703.926 17.917 0.000 3672.45 0.00 37.49 1150.7 1707.400 17.933 0.000 3359.96 0.00 37.54 1152.4 1710.440 UM 17.950 0.000 3359.96 0.00 37.59 1154.0 1713.479 17.967 0.000 3359.96 0.00 37.64 1155.7 1716.515 17.983 0.000 3359.96 0.00 37.69 1157.3 1719.549 ow 18.000 0.000 3359.96 0.00 37.75 1158.9 1722.581 18.017 0.000 3095.05 0.00 37.79 1160.4 1725.246 OW 18.033 0.000 3095.05 0.00 37.84 1161.8 1727.909 18.050 0.000 3095.05 0.00 37.88 1163.2 1730.569 18.067 0.000 3095.05 0.00 37.93 1164.7 1733.228 18.083 0.000 3095.05 0.00 37.97 1166.7 1735.885 "" 18.100 0.000 2855.42 0.00 38.01 1174.4 1738.200 18.117 0.000 2855.42 0.00 38.05 1187.2 1740.498 WO 18.133 0.000 2855.42 0.00 38.09 1199.8 1742.778 18.150 0.000 2855.42 0.00 38.13 1212.4 1745.041 18.167 0.000 2855.42 0.00 38.17 1224.9 1747.287 18.183 0.000 2644.11 0.00 38.20 1236.4 1749.226 4...+ 18.200 0.000 2644.11 0.00 38.23 1247.1 1751.150 18.217 0.000 2644.11 0.00 38.27 1257.7 1753.060 18.233 0.000 2644.11 0.00 38.30 1268.3 1754.955 18.250 0.000 2644.11 0.00 38.33 1278.7 1756.836 - 1 18.267 0.000 2459.67 0.00 38.36 1288.4 1758.449 18.283 0.000 2459.67 0.00 38.39 1297.3 1760.050 18.300 0.000 2459.67 0.00 38.41 1306.1 1761.639 18.317 0.000 2459.67 0.00 38.44 1314.9 1763.216 Or 18.333 0.000 2459.67 0.00 38.47 1323.5 1764.781 18.350 0.000 2287.97 0.00 38.49 1333.7 1766.095 18.367 0.000 2287.97 0.00 38.51 1345.8 1767.393 „.,, 18.383 0.000 2287.97 0.00 38.53 1358.1 1768.674 18.400 0.000 2287.97 0.00 38.55 1370.2 1769.938 18.417 0.000 2287.97 0.00 38.58 1382.2 1771.186 • 18.433 0.000 2116.64 0.00 38.59 1392.9 1772.183 18.450 0.000 2116.64 0.00 38.61 1402.3 1773.167 18.467 0.000 2116.64 0.00 38.63 1411.7 1774.138 o... 18.483 0.000 2116.64 0.00 38.64 1420.9 1775.096 18.500 0.000 2116.64 0.00 38.66 1429.9 1776.042 18.517 0.000 1968.41 0.00 38.67 1437.9 1776.773 al 18.533 0.000 1968.41 0.00 38.68 1444.9 1777.494 18.550 0.000 1968.41 0.00 38.69 1451.7 1778.206 18.567 0.000 1968.41 0.00 38.71 1458.4 1778.908 mom 18.583 0.000 1968.41 0.00 38.72 1465.1 1779.601 18.600 0.000 1822.92 0.00 38.73 1471.1 1780.086 sr 18.617 0.000 1822.92 0.00 38.74 1476.5 1780.563 18.633 0.000 1822.92 0.00 38.74 1481.9 1781.033 18.650 0.000 1822.92 0.00 38.75 1487.2 1781.495 18.667 0.000 1822.92 0.00 38.76 1492.5 1781.950 am 18.683 0.000 1682.07 0.00 38.76 1496.5 1782.206 18.700 0.000 1682.07 0.00 38.77 1499.4 1782.458 U 18.717 0.000 1682.07 0.00 38.77 1502.3 1782.705 18.733 0.000 1682.07 0.00 38.78 1505.1 1782,949 18.750 0.000 1682.07 0.00 38.78 1507.8 1783.189 18.767 *BASIN CAPACITY EXCEEDED: BASIN DATA IS EXTRAPOLATED* we 18.767 0.000 1552.35 0.00 38.78 1509.5 1783.248 18.783 *BASIN CAPACITY EXCEEDED: BASIN DATA IS EXTRAPOLATED* MO 18.783 0.000 1552.35 0.00 38.78 1510.2 1783.306 18.800 *BASIN CAPACITY EXCEEDED: BASIN DATA IS EXTRAPOLATED* 18.800 0.000 1552.35 0.00 38.78 1510.9 1783.363 18.817 *BASIN CAPACITY EXCEEDED: BASIN DATA IS EXTRAPOLATED* mom 18.817 0.000 1552.35 0.00 38.78 1511.5 1783.420 18.833 *BASIN CAPACITY EXCEEDED: BASIN DATA IS EXTRAPOLATED* MS 18.833 0.000 1552.35 0.00 38.78 1512.1 1783.475 18.850 *BASIN CAPACITY EXCEEDED: BASIN DATA IS EXTRAPOLATED* 18.850 0.000 1435.54 0.00 38.78 1511.9 1783.370 um 18.867 *BASIN CAPACITY EXCEEDED: BASIN DATA IS EXTRAPOLATED* 18.867 0.000 1435.54 0.00 38.78 1510.7 1783.266 18.883 0.000 1435.54 0.00 38.78 1509.5 1783.164 MO 18.900 0.000 1435.54 0.00 38.78 1508.3 1783.064 18.917 0.000 1435.54 0.00 38.78 1507.2 1782.965 18.933 0.000 1329.18 0.00 38.77 1505.3 1782.723 wm 18.950 0.000 1329.18 0.00 38.77 1502.5 1782.484 18.967 0.000 1329.18 0.00 38.76 1499.8 1782.249 ii 18.983 0.000 1329.18 0.00 38.76 1497.2 1782.018 19.000 0.000 1329.18 0.00 38.76 1494.5 1781.790 19.017 0.000 1231.65 0.00 38.75 1491.2 1781.432 19.033 0.000 1231.65 0.00 38.74 1487.1 1781.080 'm 19.050 0.000 1231.65 0.00 38.74 1483.2 1780.734 19.067 0.000 1231.65 0.00 38.73 1479.2 1780.393 it 19.083 0.000 1231.65 0.00 38.73 1475.4 1780.057 19.100 0.000 1141.92 0.00 38.72 1470.9 1779.604 - 19.117 0.000 1141.92 0.00 38.71 1466.3 1779.157 19.133 0.000 1141.92 0.00 38.70 1462.1 1778.716 Wile 19.150 0.000 1141.92 0.00 38.70 1457.9 1778.281 19.167 0.000 1141.92 0.00 38.69 1453.8 1777.851 ili 19.183 0.000 1058.34 0.00 38.68 1449.1 1777.313 19.200 0.000 1058.34 0.00 38.67 1444.0 1776.782 19.217 0.000 1058.34 0.00 38.66 1439.0 1776.258 am Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD ill 0. Waved: 6/18/2003 9:20 AM Page 72 of 92 19.233 0.000 1058.34 0.00 38.65 1434.0 1775.740 rm 19.250 0.000 1058.34 0.00 38.64 1429.1 1775.229 19.267 0.000 979.37 0.00 38.63 1423.8 1774.617 OM 19.283 0.000 979.37 0.00 38.62 1418.0 1774.013 19.300 0.000 979.37 0.00 38.61 1412.3 1773.417 19.317 0.000 979.37 0.00 38.60 1406.6 1772.828 19.333 0.000 979.37 0.00 38.59 1401.0 1772.247 P " 19.350 0.000 903.75 0.00 38.58 1395.0 1771.571 19.367 0.000 903.75 0.00 38.57 1388.6 1770.903 gg 19.383 0.000 903.75 0.00 38.56 1382.3 1770.244 19.400 0.000 903.75 0.00 38.55 1376.0 1769.593 19.417 0.000 903.75 0.00 38.54 1369.9 1768.951 19.433 0.000 830.80 0.00 38.52 1363.3 1768.218 som 19.450 0.000 830.80 0.00 38.51 1356.4 1767.494 19.467 0.000 830.80 0.00 38.50 1349.5 1766.779 MP 19.483 0.000 830.80 0.00 38.49 1342.7 1766.074 19.500 0.000 830.80 0.00 38.48 1336.1 1765.378 19.517 0.000 760.20 0.00 38.46 1329.8 1764.594 Pm 19.533 0.000 760.20 0.00 38.45 1324.7 1763.816 19.550 0.000 760.20 0.00 38.44 1320.4 1763.044 19.567 0.000 760.20 0.00 38.42 1316.1 1762.279 ME 19.583 0.000 760.20 0.00 38.41 1311.9 1761.519 19.600 0.000 691.37 0.00 38.40 1307.5 1760.670 19.617 0.000 691.37 0.00 38.38 1302.8 1759.828 wm 19.633 0.000 691.37 0.00 38.37 1298.2 1758.992 19.650 0.000 691.37 0.00 38.35 1293.5 1758.163 ggi 19.667 0.000 691.37 0.00 38.34 1289.0 1757.339 19.683 0.000 623.93 0.00 38.32 1284.2 1756.430 19.700 0.000 623.93' 0.00 38.31 1279.2 1755.527 19.717 0.000 623.93 0.00 38.29 1274.2 1754.632 yew 19.733 0.000 623.93 0.00 38.28 1269.3 1753.743 19.750 0.000 623.93 0.00 38.26 1264.4 1752.861 gg 19.767 0.000 557.83 0.00 38.25 1259.2 1751.895 � 19.783 0.000 557.83 0.00 38.23 1253.9 1750.936 ` ; 1 9.800 0.000 557.83 0.00 38.21 1248.6 1749.984 19.817 0.000 55,7.83 0.00 38.20 1243.4 1749.040 Mm 19.833 0.000 557.83 0.00 38.18 1238.2 1748.103 19.850 0.000 493.00 0.00 38.16 1232.8 1747.084 il 19.867 0.000 493.00 0.00 38.15 1227.2 1746.073 19.883 0.000 493.00 0.00 38.13 1221.6 1745.069 19.900 0.000 493.00 0.00 38.11 1216.1 1744.073 19.917 0.000 493.00 0.00 38.10 1210.6 1743.085 01.... 19.933 0.000 429.40 0.00 38.08 1204.9 1742.017 19.950 0.000 429.40 0.00 38.06 1199.0 1740.957 all 19.967 0.000 429.40 0.00 38.04 1193.1 1739.905 19.983 0.000 429.40 0.00 38.02 1187.3 1738.861 20.000 0.000 429.40 0.00 38.01 1181.6 1737.824 n.. 20.017 0.000 370.65 0.00 37.99 1175.7 1736.716 20.033 0.000 370.65 0.00 37.97 1169.6 1735.615 20.050 0.000 370.65 0.00 37.95 1166.3 1734.519 kg 20.067 0.000 370.65 0.00 37.93 1165.8 1733.424 20.083 0.000 370.65 0.00 37.91 1165.2 1732.330 20.100 0.000 344.08 0.00 37.89 1164.6 1731.199 20.117 0.000 344.08 0.00 37.87 1164.0 1730.070 Am 20.133 0.000 344.08 0.00 37.85 1163.4 1728.942 20.150 0.000 344.08 0.00 37.84 1162.8 1727.814 ill 20.167 0.000 344.08 0.00 37.82 1162.2 1726.687 20.183 0.000 318.15 0.00 37.80 1161.6 1725.525 20.200 0.000 - 318.15 0.00 37.78 1161.0 1724.365 w 20.217 0.000 318.15 0.00 37.76 1160.3 1723.204 20.233 0.000 318.15 0.00 37.74 1159.7 1722.045 20.250 0.000 318.15 0.00 37.72 1159.1 1720.887 gg 20.267 0.000 292.76 0.00 37.70 1158.5 1719.694 20.283 0.000 292.76 0.00 37.68 1157.8 1718.503 20.300 0.000 292.76 0.00 37.66 1157.2 1717.312 min 20.317 0.000 292.76 0.00 37.63 1156.6 1716.122 20.333 0.000 292.76 0.00 37.61 1155.9 1714.933 OM 20.350 0.000 267.97 0.00 37.59 1155.3 1713.711 20.367 0.000 267.97 0.00 37.57 1154.7 1712.490 20.383 0.000 267.97 0.00 37.55 1154.0 1711.269 20.400 0.000 267.97 0.00 37.53 1153.4 1710.050 PPS 20.417 0.000 267.97 0.00 37.51 1152.7 1708.831 20.433 0.000 244.07 0.00 37.49 1152.1 1707.581 ill 20.450 0.000 244.07 0.00 37.47 1151.4 1706.331 20.467 0.000 244.07 0.00 37.45 1150.7 1705.082 20.483 0.000 244.07 0.00 37.42 1150.1 1703.834 20.500 0.000 244.07 0.00 37.40 1149.4 1702.587 wm 20.517 0.000 221.79 0.00 37.38 1148.7 1701,310 20.533 0.000 221.79 0.00 37.36 1148.0 1700,035 OM 20.550 0.000 221.79 0.00 37.34 1147.4 1698.760 20.567 0.000 221.79 0.00 37.31 1146.7 1697.486 20.583 0.000 221.79 0.00 37.29 1146.0 1696.213 20.600 0.000 201.87 0.00 37.27 1145.3 1694.913 MR 20.617 0.000 201.87 0.00 37.25 1144.6 1693.615 • 20.633 0.000 201.87 0.00 37.23 1143.9 1692.317 gg 20.650 0.000 201.87 0.00 37.20 1143.3 1691.020 20.667 0.000 201.87 0.00 37.18 1142.6 1689.724 20.683 0.000 184.51 0.00 37.16 1141.9 1688.406 Min 20.700 0.000 184.51 0.00 37.14 1141.1 1687.088 20.717 0.000 184.51 0.00 37.11 1140.4 1685.772 20•.733 0.000 184.51 0.00 37.09 1139.7 1684.456 kg 20.750 0.000 184.51 0.00 37.07 1138.9 1683.141 -- 20.767 0.000 169.24 0.00 37.04 1138.2 1681.807 20.783 0.000 169.24 0.00 37.02 1137.5 1680.473 4iii 20.800 0.000 169.24 0.00 37.00 1136.7 1679.140 20.817 0.000 169.24 0.00 36.98 1136.0 1677.809 kg 20.833 0.000 169.24 0.00 36.95 1135.3 1676.478 20.850 0.000 155.31 0.00 36.93 1134.5 1675.129 20.867 0.000 155.31 0.00 36.91 1133.8 1673.781 m* Y: \899\ 190\ Staff \Bi11F \s2O \OPTJ \OPTJI3.FLD ill - ..»rte,..., x .,,. .• .a/r �.• ,.., ,. ,. _...:.: .. .x. :....,.. :,. .. _ oft Waved: 6/18/2003 9:20 AM Page 73 of 92 20.883 0.000 155.31 0.00 36.88 1133.0 1672.435 mm 20.900 0.000 155.31 0.00 36.86 1132.3 1671.089 20.917 0.000 155.31 0.00 36.84 1131.5 1669.744 km 20.933 0.000 142.14 0.00 36.81 1130.8 1668.383 20.950 0.000 142.14 0.00 36.79 1130.0 1667.022 20.967 0.000 142.14 0.00 36.77 1129.3 1665.662 - 20.983 0.000 142.14 0.00 36.74 1128.5 1664.303 21.000 0.000 142.14 0.00 36.72 1127.8 1662.946 21.017 0.000 129.44 0.00 36.69 1127.0 1661.572 km 21.033 0.000 129.44 0.00 36.67 1126.3 1660.199 21.050 0.000 129.44 0.00 36.65 1125.5 1658.827 21.067 0.000 129.44 0.00 36.62 1124.8 1657.456 21.083 0.000 129.44 0.00 36.60 1124.0 1656.086 mm 21.100 0.000 117.07 0.00 36.58 1123.2 1654.700 21.117 0.000 117.07 0.00 36.55 1122.5 1653.315 Ow 21.133 0.000 117.07 0.00 36.53 1121.7 1651.931 21.150 0.000 117.07 0.00 36.50 1120.9 1650.549 21.167 0.000 117.07 0.00 36.48 1120.2 1649.167 mm 21.183 0.000 104.99 0.00 36.46 1119.4 1647.770 21.200 0.000 104.99 0.00 36.43 1118.6 1646.373 21.217 0.000 104.99 0.00 36.41 1117.9 1644.978 ill 21.233 0.000 104.99 0.00 36.38 1117.1 1643.584 21.250 0.000 104.99 0.00 36.36 1116.3 1642.191 21.267 0.000 97.69 0.00 36.34 1115.6 1640.789 mm 21.283 0.000 97.69 0.00 36.31 1114.8 1639.388 21.300 0.000 97.69 0.00 36.29 1114.0 1637.988 ir 21.317 0.000 97.69 0.00 36.26 1113.2 1636.589 21.333 0.000 97.69 0.00 36.24 1112.5 1635.192 21.350 0.000 91.09 0.00 36.21 1111.7 1633.786 21.367 0.000 91.09 0.00 36.19 1110.9 1632.381 WM 21.383 0.000 91.09 0.00 36.17 1110.1 1630.978 21.400 0.000 91.09 0.00 36.14 1109.4 1629.575 kw 21.417 0.000 91.09 0.00 36.12 1108.6 1628.174 21.433 0.000 86.65 0.00 36.09 1107.8 1626.767 1 21.450 0.000 86.65 0.00 36.07 1107.0 1625.362 f 21.467 0.000 86.65 0.00 36.04 1106.2 1623.957 ' 21.483 0.000 86.65 0.00 36.02 1105.5 1622.554 21.500 0.000 86.65 0.00 36.00 1104.7 1621.152 be 21.517 0.000 85.97 0.00 35.97 1103.9 1619.750 21.533 0.000 85.97 0.00 35.95 1103.1 1618.349 21.550 0.000 85.97 0.00 35.92 1102.4 1616.948 21.567 0.000 85.97 0.00 35.90 1101.6 1615.550 O' 21.583 0.000 85.97 0.00 35.87 1100.8 1614.152 21.600 0.000 85.32 0.00 35.85 1100.0 1612.754 be 22.617 0.000 85.32 0.00 35.82 1099.2 1611.357 21.633 0.000 85.32 0.00 35.80 1098.5 1609,962 21.650 0.000 85.32 0.00 35.78 1097.7 1608.568 w+ 21.667 0.000 85.32 0.00 35.75 1096.9 1607.174 21.683 0.000 84.68 0.00 35.73 1096.1 1605.781 21.700 0.000 84.68 0.00 35.70 1095.3 1604.389 km 21.717 0.000 84.68 0.00 35.68 1094.6 1602.998 21.733 0.000 84.68 0.00 35.65 1093.8 1601.608 22.750 0.000 84.68 0.00 35.63 1093.0 1600.219 s , 21.767 0.000 84.05 0.00 35.60 1092.2 1598.830 21.783 0.000 84.05 0.00 35.58 1091.5 1597.443 21.800 0.000 84.05 0.00 35.56 1090.7 1596.056 km 21.817 0.000 84.05 0.00 35.53 1089.9 1594.671 21.833 0.000 84.05 0.00 35.51 1089.1 1593.286 21.850 0.000 83.44 0.00 35.48 1088.4 1591.902 wM 21.867 0.000 83.44 0.00 35.46 1087.6 1590.519 21.883 0.000 83.44 0.00 35.43 1086.8 1589.137 21.900 0.000 83.44 0.00 35.41 1086.0 1587.756 1!! 21.917 0.000 83.44 0.00 35.39 1085.3 1586.376 21.933 0.000 82.84 0.00 35.36 1084.5 1584.996 21.950 0.000 82.84 0.00 35.34 1083.7 1583.618 wm 21.967 0.000 82.84 0.00 35.31 1083.0 1582.240 21.983 0.000 82.84 0.00 35.29 1082.2 1580.864 OM 22.000 0.000 82.84 0.00 35.26 1081.4 1579.488 22.017 0.000 82.25 0.00 35.24 1080.6 1578.113 22.033 0.000 82.25 0.00 35.22 1079.9 1576.739 22.050 0.000 82.25 0.00 35.19 1079.1 1575.366 s 22.067 0.000 82.25 0.00 35.17 1078.3 1573.994 22.083 0.000 82.25 0.00 35.14 1077.6 1572.623 ilk 22.100 0.000 81.68 0.00 35.12 1076.8 1571.252 22.117 0.000 81.68 0.00 35.10 1076.0 1569.882 22.133 0.000 81.68 0.00 35.07 1075.3 1568.514 22.150 0.000 81.68 0.00 35.05 1074.5 1567.146 NM 22.167 0.000 81.68 0.00 35.02 1073.8 1565.780 22.183 0.000 81.12 0.00 35.00 1073.0 1564.414 22.200 0.000 81.12 0.00 34.98 1072.2 1563.048 22.216 0.000 81.12 0.00 34.95 1071.5 1561.684 22.233 0.000 81.12 0.00 34.93 1070.7 1560.321 ww 22.250 0.000 81.12 0.00 34.90 1069.9 1558.959 22.266 0.000 80.57 0.00 34.88 1069.2 1557.598 22.283 0.000 80.57 0.00 34.86 1068.4 1556.237 kr 22.300 0.000 80.57 0.00 34.83 1067.7 1554.877 ' 22.316 0.000 80.57 0.00 34.81 1066.9 1553.519 22.333 0.000 80.57 0.00 34.79 1066.1 1552.161 wA 22.350 0.000 80.03 0.00 34.76 1065.4 1550.804 22.366 0.000 80.03 0.00 34.74 1064.6 1549.448 Vil 22.383 0.000 80.03 0,00 34.71 1063.9 1548.093 22.400 0.000 80.03 0.00 34.69 1063.1 1546.739 - 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1 24.066 0.000 70.12 0,00 32.36 987.5 1415.941 ._1 24.083 0.000 70.12 0.00 32.34 986.8 1414.678 w., 24.100 0.000 65.54 0.00 32.32 986.0 1413.410 24,116 0.000 65.54 0,00 32.29 985.3 1412.144 24.133 0.000 65.54 0.00 32.27 984.6 1410.878 kw 24.150 0.000 65.54 0.00 32.25 983.8 1409.613 24.166 0.000 65.54 0.00 32.23 983.1 1408.349 ■ ".. Y: \1399\ 190\ Staff \Bi11F \820 \OPTJ \OPTJI3.FLD ON dm Oilived: 6/18/2003 9:20 AM Page 75 of 92 24.183 0.000 55.71 0.00 32.20 982.4 1407.073 __ 24.200 0.000 55.71 0.00 32.18 981.6 1405.797 24.216 0.000 55.71 0.00 32.16 980.9 1404.523 24.233 0.000 55.71 0.00 32.14 980.1 1403.250 Ns 24.250 0.000 55.71 0.00 32.11 979.4 1401.977 _' __ 24.266 0.000 42.82 0.00 32.09 978.6 1400.688 24.283 0.000 42.82 0.00 32.07 977.9 1399.400 w 24.300 0.000 42.82 0.00 32.04 977.1 1398.113 24.316 0.000 42.82 0.00 32.02 976.3 1396.828 MO 24.333 0.000 42.82 0.00 32.00 975.5 1395.543 24.350 0.000 27.83 0.00 31.97 974.6 1394.239 24.366 0.000 27.83 0.00 31.95 973.7 1392.936 24.383 0.000 27.83 0.00 31.93 972.9 1391.634 m 24.400 0.000 27.83 0.00 31.90 972.0 1390.334 24.416 0.000 27.83 0.00 31.88 971.1 1389.034 MO 24.433 0.000 16.05 0.00 31.85 970.3 1387.720 24.450 0.000 16.05 0.00 31.83 969.4 1386.407 24.466 0.000 16.05 0.00 31.81 968.5 1385.095 24.483 0.000 16.05 0.00 31.78 967.6 1383.784 mom 24.500 0.000 16.05 0.00 31.76 966.8 1382.475 24.516 0.000 8.89 0.00 31.73 965.9 1381.157 MO 24.533 0.000 8.89 0.00 31.71 965.0 1379.840 24:550 0.000 8.89 0.00 31.69 964.1 1378.524 24.566 0.000 8.89 0.00 31.66 963.3 1377.209 Om 24.583 0.000 8.89 0.00 31.64 962.4 1375.896 24.600 0.000. 4.88 0.00 31.61 961.5 1374.578 _ ill 24.616 0.000 4.88 0.00 31.59 960.6 1373.262 24.633 0.000 4.88 0.00 31.57 959.8 1371.947 24.650 0.000 4.88 0.00 31.54 958.9 1370.632 24.666 0.000 4.88 0.00 31.52 958.0 1369.320 me 24.683 0.000 2.57 0.00 31.49 957.1 1368.005 24.700 0.000 2.57 0.00 31.47 956.3 1366.691 ill 24.716 0.000 2.57 0.00 31.45 955.4 1365.379 24.733 0.000 2.57 0.00 31.42 954.5 1364.068 ,. 24.750 0.000 2.57 0.00 31.40 953.6 1362.758 24.766 0.000 1.40 0.00 31.37 952.8 1361.447 �'■+ 24.783 0.000 1.40 0.00 31.35 951.9 1360.138 24.800 0.000 1.40 0.00 31.33 951.0 1358.830 iv 24.816 0.000 1.40 0.00 31.30 950.2 1357.523 24.833 0.000 1.40 0.00 31.28 949.3 1356.217 24.850 0.000 1.01 0.00 31.26 948.4 1354.912 24.866 0.000 1.01 0.00 31.23 947.5 1353.609 OM 24.883 0.000 1.01 0.00 31.21 946.7 1352.306 24.900 0.000 1.01 0.00 31.18 945.8 1351.005 is 24.916 0.000 1.01 0.00 31.16 944.9 1349.705 24.933 0.000 0.67 0.00 31.14 944.1 1348.405 24.950 0.000 0.67 0.00 31.11 943.2 1347.107 24.966 0.000 0.67 0.00 31.09 942.4 1345.810 24.983 0.000 0.67 0.00 31.07 941.5 1344.514 25.000 0.000 0.67 0.00 31.04 940.6 1343.219 MO 25.016 0.000 0.34 0.00 31.02 939.8 1341.925 25.033 0.000 0.34 0.00 30.99 938.9 1340.632 25.050 0.000 0.34 0.00 30.97 938.0 1339.341 25.066 0.000 0.34 0.00 30.95 937.2 1338.050 mm 25.083 0.000 0.34 0.00 30.92 936.3 1336.761 25.100 0.000 0.01 0.00 30.90 935.5 1335.473 kr 25.116 0.000 0.01 0.00 30.88 934.6 1334.185 25.133 0.000 0.01 0.00 30.85 933.8 1332.899 25.150 0.000 0.01 0.00 30.83 932.9 1331.614 mm 25.166 0.000 0.01 0.00 30.81 932.0 1330.331 25.183 0.000 0.00 0.00 30.78 931.2 1329.048 25.200 0.000 0.00 0.00 30.76 930.3 1327.766 ill 25.216 0.000 0.00 0.00 30.74 929.5 1326.486 _] 25.233 0.000 0.00 0.00 30.71 928.6 1325.207 25.250 0.000 0.00 0.00 30.69 927.8 1323.929 Mm 25.266 0.000 0.00 0.00 30.67 926.9 1322.652 25.283 0.000 0.00 0.00 30.64 926.1 1321.377 ill 25.300 0.000 0.00 0.00 30.62 925.2 1320.102 25.316 0.000 0.00 0.00 30.60 924.4 1318.829 25.333 0.000 0.00 0.00 30.57 923.5 1317.557 25.350 0.000 0.00 0.00 30.55 922.7 1316.286 Mm 25.366 0.000 0.00 0.00 30.53 921.8 1315.016 25.383 0.000 0.00 0.00 30.50 921.0 1313.748 lim 25.400 0.000 0.00 0.00 30.48 920.2 1312.480 25.416 0.000 0.00 0.00 30.46 919.3 1311.214 25.433 0.000 0.00 0.00 30.43 918.5 1309.949 25.450 0.000 0.00 0.00 30.41 917.6 1308.685 mm 25.466 0.000 0.00 0.00 30.39 916.8 1307.422 25.483 0.000 0.00 0.00 30.37 916.0 1306.161 MO 25.500 0.000 0.00 0.00 30.34 915.2 1304.900 25.516 0.000 0.00 0.00 30.32 914.3 1303.641 25.533 0.000 0.00 0.00 30.30 913.4 1302.383 25.550 0.000 0.00 0.00 30.27 912.6 1301.126 am 25.566 0.000 0.00 0.00 30.25 911.8 1299.870 25.583 0.000 0.00 0.00 30.23 910.9 1298.615 hi 25.600 0.000 0.00 0.00 30.21 910.1 1297.361 25.616 0.000 0.00 0.00 30.18 909.3 1296.109 25.633 0.000 0.00 0.00 30.16 908.4 1294.858 25.650 0.000 0.00 0.00 30.14 907.6 1293.608 MS 25.666 0.000 0.00 0.00 30.11 906.8 1292.359 25.683 0.000 0.00 0.00 30.09 905.9 1291.111 • 25.700 0.000 0.00 0.00 30.07 905.1 1289.864 -7 25.716 0.000 0.00 0.00 30.05 904.3 1288.619 A 25.733 0.000 0.00 0.00 30.02 903.4 1287.374 Om 25.750 0.000 0.00 0.00 30.00 902.6 1286.131 25.766 0.000 0.00 0.00 29.98 901.8 1284.889 25.783 0.000 0.00 0.00 29.95 901.0 1283.648 is 25.800 0.000 0.00 0.00 29.93 900.1 1282.408 25.816 0.000 0.00 0.00 29.91 899.3 1281.169 mm f: \899 \190\ Staff \BillF ■s20\OPTJ \0PTJ13.FLD ig mm Saved: 6/18/2003 9:20 AM Page 76 of 92 25.833 0.000 0.00 0.00 29.89 898.5 1279.932 am 25.850 0.000 0.00 0.00 29.86 897.7 1278.695 25.866 0.000 0.00 0.00 29.84 896.8 1277.460 25.883 0.000 0.00 0.00 29.82 896.0 1276.226 -M' 25.900 0.000 0.00 0.00 • 29.80 895.2 1274.993 25.916 0.000 0.00 0.00 29.77 894.4 1273.761 25.933 0.000 0.00 0.00 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0.00 26.06 746.4 1075.314 28.866 0.000 0.00 0.00 26.04 745.5 1074.287 MO 28.883 0.000 0.00 0.00 26.02 744.7 1073.261 28.900 0.000 0.00 0.00 26.00 743.9 1072.236 28.916 0.000 0.00 0.00 25.98 743.1 1071.213 28.933 0.000 0.00 0.00 25.96 742.3 1070.191 !m 28.950 0.000 0.00 0.00 25.94 741.4 1069.169 28.966 0.000 0.00 0.00 25.92 740.6 1068.149 km 28.983 0.000 0.00 0.00 25.90 739.8 1067.130 29.000 0.000 0.00 0.00 25.88 739.0 1066.112 -- 29.016 0.000 0.00 0.00 25.86 738.2 1065.096 29.033 0.000 0.00 0.00 25.85 737.4 1064.080 w 29.050 0.000 0.00 0.00 25.83 736.5 1063.065 29.066 0.000 0.00 0.00 25.81 735.7 1062.052 MO 29.083 0.000 0.00 0.00 25.79 734.9 1061.040 29.100 0.000 0.00 0.00 25.77 734.1 1060.029 29.116 0.000 0.00 0.00 25.75 733.3 1059.019 aim Y: \899\ 190\ Staff \Bi12F \s20 \OPTJ \OPTJI3 III ma waved: 6/18/2003 9:20 AM Page 78 of 92 29.133 0.000 0.00 0.00 25.73 732.5 1058.010 __ 29.150 0.000 0.00 0.00 25.71 731.7 1057.002 29.166 0.000 0.00 0.00 25.69 730.9 1055.995 29.183 0.000 0.00 0.00 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661.8 969.794 30.683 0.000 0.00 0.00 24.02 661.0 968.883 ens 30.700 0.000 0.00 0.00 24.00 660.3 967.974 30.716 0.000 0.00 0.00 23.98 659.6 967.065 30.733 0.000 0.00 0.00 23.96 658.8 966.157 NM 30.750 0.000 0.00 0.00 23.95 658.1 965.251 30.766 0.000 0.00 0.00 23.93 657.4 964.345 mm Y: \899 \190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD ii wm MOaved: 6/18/2003 9:20 AM Page 79 of 92 30.783 0.000 0.00 0.00 23.91 656.7 963.441 .w 30.800 0.000 0.00 0.00 23.89 655.9 962.537 30.816 0.000 0.00 0.00 23.88 655.2 961.635 30.833 0.000 0.00 0.00 23.86 654.5 960.733 MO 30.850 0.000 0.00 0.00 23.84 653.8 959.833 30.866 0.000 0.00 0.00 23.82 653.1 958.933 30.883 0.000 0.00 0.00 23.81 652.3 958.035 m. 30.900 0.000 0.00 0.00 23.79 651.6 957.137 30.916 0.000 0.00 0.00 23.77 650.9 956.241 MO 30.933 0.000 0.00 0.00 23.76 650.2 955.345 30.950 0.000 0.00 0.00 23.74 649.5 954.451 30.966 0.000 0.00 0.00 23.72 648.7 953.557 30.983 0.000 0.00 0.00 23.70 648.0 952.664 wm 31.000 0.000 0.00 0.00 23.69 647.3 951.773 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0.00 18.40 1123.1 685.756 33.583 0.000 0.00 0.00 18.37 1118.3 684.215 33.600 0.000 0.00 0.00 18.34 1113.5 682.682 Pm 33.616 0.000 0.00 0.00 18.31 1108.7 681.154 33.633 0.000 0.00 0.00 18.28 1104.0 679.634 • 33.650 0.000 0.00 0.00 18.24 1101.5 678.117 33.666 0.000 0.00 0.00 18.21 1101.8 676.599 33.683 0.000 0.00 0.00 18.18 1102.6 675.080 33.700 0:000 0.00 0.00 18.15 1103.5 673.560 w. 33.716 0.000 0.00 0.00 18.12 1104.3 672.039 33.733 0.000 0.00 0.00 18.09 1105.1 670.517 • 33.750 0.000 0.00 0.00 18.06 1105.9 668.994 33.766 0.000 0.00 0.00 18.03 1106.8 667.469 33.783 0.000 0.00 0.00 17.99 1107.6 665.943 w+ 33.800 0.000 0.00 0.00 17.96 1108.4 664.417 33.816 0.000 0.00 0.00 17.93 1109.3 662.889 33.833 0.000 0.00 0.00 17.90 1110.1 661.360 Om 33.850 0.000 0.00 0.00 17.87 1110.9 659.830 33.866 0.000 0.00 0.00 17.84 1111.7 658.298 33.883 0.000 0.00 0.00 17.81 1112.6 656.766 wm 33.900 0.000 0.00 0.00 17.77 1113.4 655.232 33.916 0.000 0.00 0.00 17.74 1114.2 653.697 im 33.933 0.000 0.00 0.00 17.71 1115.1 652.162 33.950 0.000 0.00 0.00 17.68 1115.9 650.625 33.966 0.000 0.00 0.00 17.65 1116.7 649.086 33.983 0.000 0.00 0.00 17.62 1117.6 647.547 Pm 34.000 0.000 0.00 0.00 17.58 1118.4 646.006 34.016 0.000 0.00 0.00 17.55 1119.2 644.465 OM 34.033 0.000 0.00 0.00 17.52 1120.1 642.922 34.050 0.000 0.00 0.00 17.49 1120.9 641.378 34.066 0.000 0.00 0.00 17.46 1121.7 639.833 wm Y: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD 00 Waved: 6/18/2003 9:20 AM Page 81 of 92 34.083 0.000 0.00 0.00 17.43 1122.6 638.287 . 34.100 0.000 0.00 0.00 17.39 1123.4 636.739 34.116 0.000 0.00 0.00 17.36 1124.3 635.191 34.133 0.000 0.00 0.00 17.33 1125.1 633.641 -ii 34.150 0.000 0.00 0.00 17.30 1125.9 632.090 34.166 0.000 0.00 0.00 17.27 1126.8 630.538 ' 34.183 0.000 0.00 0.00 17.23 1127.6 628.985 +m 34.200 0.000 0.00 0.00 17.20 1128.5 627.430 34.216 0.000 0.00 0.00 17.17 1129.3 625.875 iii 34.233 0.000 0.00 0.00 17.14 1130.1 624.318 34.250 0.000 0.00 0.00 17.11 1131.0 622.760 34.266 0.000 0.00 0.00 17.07 1131.8 621.201 34.283 0.000 0.00 0.00 17.04 1132.7 619.641 ". 34.300 0.000 0.00 0.00 17.01 1133.5 618.080 34.316 0.000 0.00 0.00 16.98 1134.4 616.517 WO 34.333 0.000 0.00 0.00 16.95 1135.2 614.954 34.350 0.000 0.00 0.00 16.91 1136.1 613.389 34.366 0.000 0.00 0.00 16.88 1136.9 611.823 34.383 0.000 0.00 0.00 16.85 1137.8 610.256 34.400 0.000 0.00 0.00 16.82 1138.6 608.687 34.416 0.000 0.00 0.00 16.78 1139.5 607.118 MO 34.433 0.000 0.00 0.00 16.75 1138.9 605.549 34.450 0.000 0.00 0.00 16.72 1136.6 603.983 34.466 0.000 0.00 0.00 16.69 1134.1 602.421 _. 34.483 0.000 0.00 0.00 16.65 1131.7 600.862 34.500 0.000 0.00 0.00 16.62 1129.2 599.307 34.516 0.000 0.00 0.00 16.59 1126.7 597.755 kw 34.533 0.000 0.00 0.00 16.55 1124.3 596.206 34.550 0.000 0.00 0.00 16.52 1121.8 594.661 34.566 0.000 0.00 0.00 16.49 1119.4 593.119 ..• 34.583 0.000 0.00 0.00 16.46 1116.9 591.581 34.600 0.000 0.00 0.00 16.43 1114.5 590.046 34.616 0.000 0.00 0.00 16.39 1112.1 588.514 OW 34.633 0.000 0.00 0.00 16.36 1109.6 586.985 j 34.650 0.000 0.00 0.00 16.33 1107.2 585.460 34.666 0.000 0.00 0.00 16.30 1104.8 583.939 34.683 0.000 0.00 0.00 16.26 1102.4 582.420 34.700 0.000 0.00 0.00 16.23 1100.0 580.905 if 34.716 0.000 0.00 0.00 16.20 1097.6 579.393 34.733 0.000 0.00 0.00 16.17 1095.2 577.885 34.750 0.000 0.00 0.00 16.14 1092.8 576.379 34.766 0.000 0.00 0.00 16.11 1090.4 574.877 ° 34.783 0.000 0.00 0.00 16.07 1088.0 573.379 34.800 0.000 0.00 0.00 16.04 1085.7 571.883 34.816 0.000 0.00 0.00 16.01 1083.3 570.391 34.833 0.000 0.00 0.00 15.98 1080.9 568.902 34.850 0.000 0.00 0.00 15.95 1078.6 567.417 34.866 0.000 0.00 0.00 15.92 1076.2 565.934 m" 34.883 0.000 0.00 0.00 15.89 1073.9 564.455 34.900 0.000 0.00 0.00 15.86 1071.5 562.979 W 34.916 0.000 0.00 0.00 15.82 1069.2 561.506 34.933 0.000 0.00 0.00 15.79 1066.9 560.037 34.950 0.000 0.00 0.00 15.76 1064.5 558.571 34.966 0.000 0.00 0.00 15.73 1062.2 557.107 34.983 0.000 0.00 0.00 15.70 1059.9 555.648 35.000 0.000 0.00 0.00 15.67 1057.6 554.191 Ow 35.016 0.000 0.00 0.00 15.64 1055.3 552.737 35.033 0.000 0.00 0.00 15.61 1053.0 551.287 35.050 0.000 0.00 0.00 15.58 1050.7 549.840 w 35.066 0.000 0.00 0.00 15.55 1048.4 548.396 35.083 0.000 0.00 0.00 15.52 1046.1 546.955 35.100 0.000 0.00 0.00 15.49 1043.8 545.517 10 35.116 0.000 0.00 0.00 15.46 1041.5 544.082 35.133 0.000 0.00 0.00 15.43 1039.3 542.651 35.150 0.000 0.00 0.00 15.40 1037.0 541.222 _. 35.166 0.000 0.00 0.00 15.37 1034.7 539.797 35.183 0.000 0.00 0.00 15.34 1032.5 538.375 35.200 0.000 0.00 0.00 15.31 1030.2 536.956 am 35.216 0.000 0.00 0.00 15.28 1028.0 535.540 35.233 0.000 0.00 0.00 15.25 1025.7 534.127 35.250 0.000 0.00 0.00 15.22 1023 "5 532.717 mm 35.266 0.000 0.00 0.00 15.19 1021.3 531.311 35.283 0.000 0.00 0.00 15.16 1019.0 529.907 35.300 0.000 0.00 0.00 15.13 1016.8 528.507 ag 35.316 0.000 0.00 0.00 15.10 1014.6 527.109 35.333 0.000 0.00 0.00 15.07 1012.4 525.715 35.350 0.000 0.00 0.00 15.04 1010.2 524.323 mm 35.366 0.000 0.00 0.00 15.01 1008.0 522.935 35.383 0.000 0.00 0.00 14.98 1005.8 521.549 - 35.400 0.000 0.00 0.00 14.95 1003.6 520.167 35.416 0.000 0.00 0.00 14.92 1001.4 518.788 35.433 0.000 0.00 0.00 14.90 999.2 517.411 35.450 0.000 0.00 0.00 14.87 997.0 516.038 !WI 35.466 0.000 0.00 0.00 14.84 994.8 514.668 35.483 0.000 0.00 0.00 14.81 992.7 513.301 NO 35.500 0.000 0.00 0.00 14.78 990.5 511.936 35.516 0.000 0.00 0.00 14.75 988.4 510.575 35.533 0.000 0.00 0.00 14.72 986.2 509.216 Wm 35.550 0.000 0.00 0.00 14.69 984.0 507.861 35.566 0.000 0.00 0.00 14.67 981.9 506.509 35.583 0.000 0.00 0.00 14.64 979.8 505.159 • 35.600 0.000 0.00 0.00 14.61 977.6 503.812 35.616 0.000 0.00 0.00 14.58 975.5 502.469 35.633 0.000 0.00 0.00 14.55 973.4 501.128 wM 35.650 0.000 0.00 0.00 14.52 971.2 499.790 35.666 0.000 0.00 0.00 14.50 969.1 498.455 35.683 0.000 0.00 0.00 14.47 967.0 497.123 35.700 0.000 0.00 0.00 14.44 964.9 495.794 35.716 0.000 0.00 0.00 14.41 962.8 494.468 mm : \699\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD al Saved: 6/18/2003 9:20 AM Page 82 of 92 35.733 0.000 0.00 0.00 14.38 960.7 493.145 um 35.750 0.000 0.00 0.00 14.36 958.6 491.825 35.766 0.000 0.00 0.00 14.33 956.5 490.507 AN 35.783 0.000 0.00 0.00 14.30 954.4 489.193 35.800 0.000 0.00 0.00 14.27 952.3 487.881 35.816 0.000 0.00 0.00 14.25 950.2 486.572 35.833 0.000 0.00 0.00 14.22 948.2 485.266 35.850 0.000 0.00 0.00 14.19 946.1 483.963 35.866 0.000 0.00 0.00 14.16 944.0 482.662 40 35.883 0.000 0.00 0.00 14.14 942.0 481.365 35.900 0.000 0.00 0.00 14.11 939.9 480.070 35.916 0.000 0.00 0.00 14.08 937.9 478.778 mom 35.933 0.000 0.00 0.00 14.05 935.8 477.489 35.950 0.000 0.00 0.00 14.03 933.8 476.203 35.966 0.000 0.00 0.00 14.00 931.8 474.920 40 35.983 - 0.000 0.00 0.00 13.97 929.7 473.639 36.000 0.000 0.00 0.00 13.95 927.7 472.361 36.016 0.000 0.00 0.00 13.92 925.7 471.086 w+ 36.033 0.000 0.00 0.00 13.89 923.6 469.814 36.050 0.000 0.00 0.00 13.87 921.6 468.545 36.066 0.000 0.00 0.00 13.84 919.6 467.278 MO 36.083 0.000 0.00 0.00 13.81 917.5 466.014 36.100 0.000 0.00 0.00 13.79 915.1 464.754 36.116 0.000 0.00 0.00 13.76 912.4 463.497 wm 36.133 0.000 0.00 0.00 13.73 909.8 462.244 36.150 0.000 0.00 0.00 13.70 907.1 460.994 00 36.166 0.000 0.00 0.00 13.68 904.5 459,748 36.183 0.000 0.00 0.00 13.65 901.8 458.506 36.200 0.000 0.00 0.00 13.62 899.2 457.268 36.216 0.000 0.00 0.00 13.60 896.6 456.033 9..... 36.233 0.000 0.00 0.00 13.57 893.9 454.802 ' 36.250 0.000 0.00 0.00 13.54 891.3 453.574 V 36.266 0.000 0.00 0.00 13.52 888.7 452.350 36.283 0.000 0.00 0.00 13.49 886.1 451.129 36.300 0.000 0.00 0.00 13.46 883.5 449.912 ,on. 36.316 0.000 0.00 0.00 13.44 881.0 448.699 36.333 0.000 0.00 0.00 13.41 878.4 447.489 36.350 0.000 0.00 0.00 13.38 875.8 446.282 kr 36.366 0.000 0.00 0.00 13.36 873.3 445.080 36.383 0.000 0.00 0.00 13.33 870.7 443.880 36.400 0.000 0.00 0.00 13.31 868.2 442.684 0 ,,,, 36.416 0.000 0.00 0.00 13.28 865.6 441.492 36.433 0.000 0.00 0.00 13.26 863.1 440.303 36.450 0.000 0.00 0.00 13.23 860.6 439.118 • 36.466 0.000 0.00 0.00 13.20 858.1 437.936 36.483 0.000 0.00 0.00 13.18 855.6 436.757 36.500 0.000 0.00 0.00 13.15 853.1 435.582 P., 36.516 0.000 0.00 0.00' 13.13 850.6 434.411 36.533 0.000 0.00 0.00 13.10 848.1 433.243 36.550 0.000 0.00 0.00 13.08 845.6 432.078 00 36.566 0.000 0.00 0.00 13.05 843.2 430.916 36.583 0.000 0.00 0.00 13.03 840.7 429.758 36.600 0.000 0.00 0.00 13.00 838.2 428.604 ow 36.616 0.000 0.00 0.00 12.98 835.8 427.453 36.633 0.000 0.00 0.00 12.95 833.3 426.305 36.650 0.000 0.00 0.00 12.93 830.9 425.160 kr 36.666 0.000 0.00 0.00 12.90 828.5 424.019 36.683 0.000 0.00 0.00 12.88 826.1 422.881 36.700 0.000 0.00 0.00 12.85 823.7 421.747 woo 36.716 0.000 0.00 0.00 12.83 821.3 420.616 36.733 0.000 0.00 0.00 12.80 818.9 - 419.488 MO 36.750 0.000 0.00 0.00 12.78 816.5 418.363 36.766 0.000 0.00 0.00 12.75 814.1 417.242 J 36.783 0.000 0.00 0.00 12.73 811.7 416.124 36.800 0.000 0.00 0.00 12.71 809.3 415.009 on 36.816 0.000 0.00 0.00 12.68 807.0 413.897 36.833 0.000 0.00 0.00 12.66 804.6 412.789 MO 36.850 0.000 0.00 0.00 12.63 802.3 411.684 36.866 0.000 0.00 0.00 12.61 799.9 410.582 36.883 0.000 0.00 0.00 12.59 797.6 409.484 36.900 0.000 0.00 0.00 12.56 795.3 408.388 O 36.916 0.000 0.00 0.00 12.54 792.9 407.296 36.933 0.000 0.00 0.00 12.52 790.6 406.207 10 36.950 0.000 0.00 0.00 12.49 788.3 405.121 36.966 0.000 0.00 0.00 12.47 786.D 404.039 36.983 0.000 0.00 0.00 12.45 783.7 402.959 OM 37.000 0.000 0.00 0.00 12.42 781.4 401.883 37.016 0.000 0.00 0.00 12.40 779.1 400.810 37.033 0.000 0.00 0.00 12.38 776.9 399.740 MO 37.050 0.000 0.00 0.00 12.35 774.6 398.673 37.066 0.000 0.00 0.00 12.33 772.3 397.609 37.083 0.000 0.00 0.00 12.31 770.1 396.548 OM 37.100 0.000 0.00 0.00 12.28 767.8 395.490 37.116 0.000 0.00 0.00 12.26 765.6 394.436 37.133 0.000 0.00 0.00 12.24 763.4 393.384 km 37.150 0.000 0.00 - 0.00 12.21 761.1 392.336 37.166 0.000 0.00 0.00 12.19 758.9 391.291 37.183 0.000 0.00 0.00 12.17 756.7 390.249 am 37.200 0.000 0.00 0.00 12.15 754.5 389.209 37.216 0.000 0.00 0.00 12.12 752.3 388.173 U 37.233 0.000 0.00 0.00 12.10 750.1 387.140 37.250 0.000 0.00 0.00 12.08 747.9 386.110 37.266 0.000 0.00 0.00 12.06 745.7 385.083 37.283 0.000 0.00 0.00 12.04 743.5 384.059 OM 37.300 0.000 0.00 0.00 12.01 741.3 383.037 37.316 0.000 0.00 0.00 11.99 739.2 382.019 Mr 37.333 0.000 0.00 0.00 11.97 737.0 381.004 37.350 0.000 0.00 0.00 11.95 734.9 379.992 37.366 0.000 0.00 0.00 11.92 732.7 378.983 ww Y: \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ13.FLD Mr Waved: 6/18/2003 9:20 AM Page 83 of 92 37.383 0.000 0.00 0.00 11.90 730.6 377.976 mm 37.400 0.000 0.00 0.00 11.88 728.5 376.973 37.416 0.000 0.00 0.00 11.86 726.3 375.972 37.433 0.000 0.00 0.00 11.84 724.2 374.975 MI 37.450 0.000 0.00 0.00 11.82 722.1 373.980 37.466 0.000 0.00 0.00 11.79 720.0 372.988 37.483 0.000 0.00 0.00 11.77 717.9 372.000 mim 37.500 0.000 0.00 0.00 11.75 715.8 371.014 37.516 0.000 0.00 0.00 11.73 713.7 370.031 O0 37.533 0.000 0.00 0.00 11.71 711.6 369.050 37.550 0.000 0.00 0.00 11.69 709.5 368.073 37.566 0.000 0.00 0.00 11.67 707.5 367.099 37.583 0.000 0.00 0.00 11.65 705.4 366.127 37.600 0.000 0.00 0.00 11.63 703.3 365.158 37.616 0.000 0.00 0.00 11.60 701.3 364.192 - 37.633 0.000 0.00 0.00 11.58 699.2 363.229 37.650 0.000 0.00 0.00 11.56 697.2 362.269 37.666 0.000 0.00 0.00 11.54 695.2 361.311 slow 37.683 0.000 0.00 0.00 11.52 693.1 360.357 37.700 0.000 0.00 0.00 11.50 691.1 359.405 37.716 0.000 0.00 0.00 11.48 689.1 358.456 W s 37.733 0.000 0.00 0.00 - 11.46 687.1 357.509 37.750 0.000 0.00 0.00 11.44 685.1 356.566 37.766 0.000 0.00 0.00 11.42 683.1 355.625 0" 37.783 0.000 0.00 0.00 11.40 681.1 354.687 37.800 0.000 0.00 0.00 11.38 679.1 353.751 , 37.816 0.000 0.00 0.00 11.36 677.1 352.819 37.833 0.000 0.00 0.00 11.34 675.1 351.889 37.850 0.000 0.00 0.00 11.32 673.1 350.961 37.866 0.000 0.00 0.00 11.30 671.2 350.037 0" 37.883 0.000 0.00 0.00 11.28 669.2 349.115 . 37.900 0.000 0.00 0.00 11.26 667.3 348.196 OO 37.916 0.000 0.00 0.00 11.24 665.0 347.280 37.933 0.000 0.00 0.00 11.22 662.4 346.368 -...1 37.950 0.000 0.00 0.00 11.20 659.5 345.459 37.966 0.000 0.00 0.00 11.18 656.7 344.555 - 37.983 0.000 0.00 0.00 11.16 653.9 343.654 38.000 0.000 0.00 0.00 11.14 651.1 342.757 ✓ 38.016 0.000 0.00 0.00 11.12 648.4 341.864 38.033 0.000 0.00 0.00 11.10 645.6 340.975 38.050 0.000 0.00 0.00 11.08 642.8 340.089 38.066 0.000 0.00 0.00 11.06 640.1 339.208 38.083 0.000 0.00 0.00 11.04 637.4 338.330 38.100 0.000 0.00 0.00 11.02 634.7 337.456 OIO 38.116 0.000 0.00 0.00 11.00 632.0 336.585 38.133 0.000 0.00 0.00 10.98 629.3 335.718 38.150 0.000 0.00 0.00 10.96 626.6 334.855 00 38.166 0.000 0.00 0.00 10.94 623.9 333.996 38.183 0.000 0.00 0.00 10.92 621.3 333.140 38.200 0.000 0.00 0.00 10.90 618.6 332.288 OW 38.216 0.000 0.00 0.00 10.89 616.0 331.440 38.233 0.000 0.00 0.00 10.87 613.3 330.595 38.250 0.000 0.00 0.00 10.85 610.7 329.754 . .40 38.266 0.000 0.00 0.00 10.83 608.1 328.916 38.283 0.000 0.00 0.00 10.81 605.5 328.082 38.300 0.000 0.00 0.00 10.79 603.0 327.251 OW 38.316 0.000 0.00 0.00 10.77 600.4 326.424 38.333 0.000 0.00 0.00 10.76 597.8 325.601 38.350 0.000 0.00 0.00 10.74 595.3 324.781 oft 38.366 0.000 0.00 0.00 10.72 592.7 323.964 38.383 0.000 0.00 0.00 10.70 590.2 323.151 . 38.400 0.000 0.00 0.00 10.68 587.7 322,342 38.416 0.000 0.00 0.00 10.67 585.2 321.536 38.433 0.000 0.00 0.00 10.65 582.7 320,733 --, 38.450 0.000 0.00 0.00 10.63 580.2 319.934 41101 38.466 0.000 0.00 0.00 10.61 577.8 319.138 38.483 0.000 0.00 0.00 10.59 575.3 318.346 MO 38.500 0.000 0.00 0.00 10.58 572.8 317.557 38.516 0.000 0.00 0.00 10.56 570.4 316.771 38.533 0.000 0.00 0.00 10.54 568.0 315.989 38.550 0.000 0.00 0.00 10.52 565.5 315,210 38.566 0.000 0.00 0.00 10.51 563.1 314.434 38.583 0.000 0.00 0.00 10.49 560.7 313.662 OO 38.600 0.000 0.00 0.00 10.47 558.3 312.893 38.616 0.000 0.00 0.00 10.46 556.0 312.127 38.633 0.000 0.00 0.00 10.44 553.6 311.364 38.650 0.000 0.00 0.00 10.42 551.2 310.605 38.666 0.000 0.00 0.00 10.41 548.9 309.849 38.683 0.000 0.00 0,00 10.39 546.5 309.096 - 38.700 0.000 0.00 0.00 10.37 544.2 308.347 38.716 0.000 0.00 0.00 10.36 541.9 307.600 38.733 0.000 0.00 0.00 10.34 539.6 306.857 00 38.750 0.000 0.00 0.00 10.32 537.3 306.117 38.766 0.000 0.00 0.00 10.31 535.0 305.380 38.783 0.000 0.00 0.00 10.29 532.7 304.646 40 38.800 0.000 0.00 0.00 10.27 530.5 303.916 38.816 0.000 0.00 0.00 10.26 528.2 303.188 38.833 0.000 0.00 0.00 10.24 525.9 302.464 mu 38.850 0.000 0.00 0.00 10.23 523.7 301.742 38.866 0.000 0.00 0.00 10.21 521.5 301.024 38.883 0.000 0.00 0.00 10.19 519.2 300.309 OW 38,900 0.000 0.00 0.00 10.18 517.0 299.597 • 38.916 0.000 0.00 0.00 10.16 514.8 298.888 38.933 0.000 0.00 0.00 10.15 512.6 298.181 moi 38.950 0.000 0.00 0.00 10.13 510.4 297.478 38.966 0.000 0.00 0.00 10.12 508.3 296.778 OW 38.983 0.000 0.00 0.00 10.10 506.1 296.081 39.000 0.000 0.00 0.00 10.08 504.0 295.387 39.016 0.000 0.00 0.00 10.07 501.8 294.696 PM Yr \899\ 190\ Staff \Bi.1lF \s20 \OPTJ \OPTJI3.FLD SO om illgved: 6/18/2003 9:20 AM Page 84 of 92 39.033 0.000 0.00 0.00 10.05 499.7 294.008 mm 39.050 0.000 0.00 0.00 10.04 497.5 293.322 39.066 0.000 0.00 0.00 10.02 495.4 292.640 39.083 0.000 0.00 0.00 10.01 493.3 291.960 OM 39.100 0.000 0.00 0.00 9.99 491.2 291.284 _ 39.116 0.000 0.00 0.00 9.98 489.1 290.610 39.133 0.000 0.00 0.00 9.96 487.0 289.939 mm 39.150 0.000 0.00 0.00 9.95 484.9 289.271 39.166 0.000 0.00 0.00 9.93 482.9 288.606 OM 39.183 0.000 0.00 0.00 9.92 480.8 287.944 39.200 0.000 0.00 0.00 9.90 478.8 287.284 39.216 0.000 0.00 0.00 9.89 476.7 286.628 39.233 0.000 0.00 0.00 9.88 474.7 285.974 ^' 39.250 0.000 0.00 0.00 9.86 472.7 285.323 39.266 0.000 0.00 0.00 9.85 470.7 284.674 MO 39.283 0.000 0.00 0.00 9.83 468.7 284.029 39.300 0.000 0.00 0.00 9.82 466.7 2B3.386 39.316 0.000 0.00 0.00 9.80 464.7 282.746 mm 39.333 0.000 0.00 0.00 9.79 462.7 282.109 39.350 0.000 0.00 0.00 9.78 460.7 281.474 39.366 0.000 0.00 0.00 9.76 458.8 280.842 MO 39.383 0.000 0.00 0.00 9.75 456.8 280.213 39.400 0.000 0.00 0.00 9.73 454.9 279.587 39.416 0.000 0.00 0.00 9.72 452.9 278.963 aw 39.433 0.000 0.00 0.00 9.71 451.0 278.342 39.450 0.000 0.00 0.00 9.69 449.1 277.723 39.466 0.000 0.00 0.00 9.68 447.2 277.107 MO 39.483 0.000 0.00 0.00 9.67 445.2 276.494 39.500 0.000 0.00 0.00 9.65 442.9 275.884 39.516 0.000 0.00 0.00 9.64 439.8 275.278 *.. 39.533 0.000 0.00 0.00 9.62 436.5 274.677 39.550 0.000 0.00 0.00 9.61 433.2 274.080 39.566 0.000 0.00 0.00 9.60 429.9 273.488 OP 39.583 0.000 0.00 0.00 9.58 426.6 272.900 ' 39.600 0.000 0.00 0.00 9.57 423.4 272.317 -- -� 39.616 0.000 0.00 0.00 9.56 420.2 271.738 `a"" 39.633 0.000 0.00 0.00 9.54 417.0 271.164 39.650 0.000 0.00 0.00 9.53 413.8 270.594 MO 39.666 0.000 0.00 0.00 9.52 410.7 270.028 39.683 0.000 0.00 0.00 9.51 407.6 269.467 39.700 0.000 0.00 0.00 9.49 404.5 268.910 39.716 0.000 0.00 0.00 9.48 401.4 268.357 m. 39.733 0.000 0.00 0.00 9.47 398.4 267.808 39.750 0.000 0.00 0.00 9.46 395.3 267.263 Mr 39.766 0.000 0.00 0.00 9.44 392.3 266.723 39.783 0.000 0.00 0.00 9.43 389.4 266.187 39.800 0.000 0.00 0.00 9.42 386.4 265.654 w 39.816 0.000 0.00 0.00 9.41 383.5 265.126 39.833 0.000 0.00 0.00 9.40 380.6 264.602 39.850 0.000 0.00 0.00 9.38 377.7 264.082 MO 39.866 0.000 0.00 0.00 9.37 374.8 263.565 39.883 0.000 0.00 0.00 9.36 372.0 263.053 39.900 0.000 0.00 0.00 9.35 369.2 262.545 lam 39.916 0.000 0.00 0.00 9.34 366.4 262.040 39.933 0.000 0.00 0.00 9.33 363.6 261.539 39.950 0.000 0.00 0.00 9.32 360.8 261.042 • 39.966 0.000 0.00 0.00 9.30 358.1 260.549 39.983 0.000 0.00 _ 0.00 9.29 355.4 260.060 40.000 0.000 0.00 0.00 9.28 352.7 259.574 Mm PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 2336.849 AF BASIN STORAGE = 203.241 AF (WITH 0.001 AF INITIALLY FILLED) OUTFLOW VOLUME = 2133.598 AF --J LOSS VOLUME = 0.000 AF ftm .* ** ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ▪ FLOW PROCESS FROM NODE 2406.00 TO NODE 2406.00 IS CODE 7 » »*STREAM NUMBER 3 ADDED TO STREAM NUMBER 1«c« 00 ********************************************* * * * * * * * ** * * * * * * * * * * * ** * * * * * * *** FLOW PROCESS FROM NODE 2406.00 TO NODE 2406.00 IS CODE = 11 w » » >VIEW STREAM NUMBER 1 HYDROGRAPH«<« STREAM HYDROGRAPH IN FIVE - MINUTE UNIT INTERVALS(CFS) (Note: Time indicated is at END of Each Unit Intervals) ow TIME(HRS) VOLUME(AF) Q(CFS) 0. 3025.0 6050.0 9075.0 12100.0 MO 0.083 0.1424 20.68 Q . . 0.167 0.9049 110.71 0 . 0.250 3.0210 307.27 VQ . ,A 0.333 7.2275 610.77 V Q . . 0.417 14.0658 992.93 V Q . . . 0.500 23.9312 1432.45 V Q . OM 0.583 37.1474 1919.00 V Q . . 0.667 53.8552 2425.97 V Q . . • --J 0.750 73.8472 2902.84 V Q. . ww 0.833 96.6539 3311.54 V Q . 0.917 121.7028 3637.11 V . Q . . MO 1.000 148.4810 3888.20 V . Q 1.083 176.5665 4078.01 V . Q . . 1.167 205.6384 4221.24 V . Q . Oft Y: \899\ 190\ Staff \BillF \s2O \OPTJ \OPTJI3.FLD i ow *aved: 6/18/2003 9:20 AM Page 85 of 92 1.250 235.4706 4331.64 V • Q . w" 1.333 265.8941 4417.49 V • 9 , 1.417 296.7827 4485.03 V . Q , 1.500 328.0381 4538.28 V . Q . 1.583 359.5807 4579.98 V 9 _ . __ 1.667 391.3570 4613.91 V Q . 1.750 423.3348 4643.18 V Q `m 1.833 455.4942 4669.55 V 9 , 1.917 487.8234 4694.20 V _ Q _ • 2.000 520.3163 4717.97 .V Q 2.083 552.9700 4741.31 .V 9 _ 2.167 585.7752 4763.32 .V 9 _ . mom 2.250 618.7226 4783.96 .V Q 2.333 651.8065 4803.78 .0 Q . 2.417 685.0239 4823.17 .0 Q . MO 2.500 718.3745 4842.50 .V 9 , 2.583 751.8588 4861.92 .V Q , 2.667 785.4775 4881.44 .V 9 . *.. 2.750 819.2311 4901.02 .0 9 2.833 853.1195 4920.60 .V Q . 2.917 887.1423 4940.11 .V Q , • 3.000 921.3003 4959.75 .V Q _ . 3.083 955.5971 4979.89 .V Q , 3.167 990.0381 5000.83 .V Q , . - 3.250 1024.6283 5022.49 .V Q . 3.333 1059.3711 5044.65 . V Q . Ili 3.417 1094.2683 5067.08 . V Q 3.500 1129.3218 5089.76 . V Q , 3.583 1164.5333 5112.72 . V Q . 3.667 1199.9050 5135.97 . V 9 . 4 "' 3.750 1235.4386 5159.47 . V 9 , 3.833 1271.1351 5183.14 . V 9 . 3.917 1306.9954 5206.91 . V Q , 4.000 1343.0198 5230.75 . V 9 • 4.083 1379.2087 5254.64 . V Q , 4.167 1415.5626 5278.59 . V Q 4.250 1452.0819 5302.60 . V Q . 4.333 1488.7668 5326.66 . V 9 • b 4.417 1525.6179 5350.78 . V . Q , 4.500 1562.6355 5374.96 . V Q . • 4.583 1599.8201 5399.20 . V Q , 4.667 1637.1720 5423.51 . V Q • firm 4.750 1674.6918 5447.88 . V Q , , 4.833 1712.3800 5472.32 . V 9 • OS 4.917 1750.2371 5496.84 . V Q . • 5.000 1788.2635 5521.44 . V 9 , • • 5.083 1826.4598 5546.11 . V Q , , 5.167 1864.8267 5570.87 . V . , , asa 5.250 1903.3646 5595.71 . V Q . , 5.333 1942.0742 5620.64 . V Q . W 5.417 1980.9561 5645.65 . V . , , 5.500 2020.0110 5670.77 . V . , , 5.583 2059.2400 5696.06 . V . . , om 5.667 2098.6458 5721.73 . V . , 5.750 2138.2329 5748.06 . V Q. , 5.833 2178.0073 5775.23 V 9. , • 5.917 2217.9736 5803.12 . V Q. . 6.000 2258.1353 5831.48 . V Q, _ 6.083 2298.4941 5860.09 . V Q. , ws 6.167 2339.0510 5888.86 . V Q. _ _ 6.250 2379.8066 5917.72 . V Q. _ IP 6.333 2420.7617 5946.69 V Q. ; 6.417 2461.9170 5975.75 Q V Q. 6.500 2503.2732 6004.93 V Q. 6.583 2544.8311 6034.21 . V Q. • • +A 6.667 2586.5913 6063.60 . V 9 6.750 2628.5549 6093.11 . 0 9 • 0 6.833 2670.7227 6122.75 . V Q 6,917 2713.0952 6152.50 . V 9 . 7,000 2755.6738 6182.40 . V Q • 7.083 2798.4592 6212.43 . V 9 dm 7.167 2841.4524 6242.61 . V Q , 7.250 2884.6543 6272.93 . V Q • 7.333 2928.0662 6303.41 . V Q . 7.417 2971.6890 6334.04 . V Q . 7.500 3015.5239 6364.85 . V .Q , 7.583 3059.5723 6395.82 . V .Q am 7.667 3103.8352 6426.98 . V .Q , 7.750 3148.3140 6458.32 . V . .9 , • 7.833 3193.0100 6489.85 . V . .9 . 7.917 3237.9246 6521.58 . V . .9 . 8.000 3283.0591 6553.52 . V . .9 , , 8.083 3328.4148 6585.65 V . .9 , 8.167 3373.9927 6617.90 . V .9 . 8.250 3419.7920 6650.05 V .Q _ • 8.333 3465.8108 6681.92 . V . . Q . 8.417 3512.0466 6713.43 . V . • 9 , 8.500 3558.4980 6744.74 . V . . 9 , as 8.583 3605.1650 6776.06 . V . . 9 , 8.667 3652.0491 6807.56 . V . 9 . 8.750 3699.1519 6839.31 . V . . Q . 8.833 3746.4753 6871.38 . V . • Q , 8.917 3794.0217 6903.75 . V . . Q , - i 9.000 3841.7935 6936.45 . V • Q 9.083 3889.7927 6969.48 . V 9 . • 9.167 3938.0220 7002.87 . V . . 9 , . 9.250 3986.4834 7036.60 . V . • Q . 9.333 4035.1797 7070.71 . V . • Q . 9.417 4084.1135 7105.19 . V . 9 , am Y: \999 \190\ Staff \Bi11F \s2O \OPTJ \OPTJI3.FLD OM laved: 6/18/2003 9:20 AM Page 86 of 92 9.500 4133.2876 7140.07 . V . • Q _ - 9.583 4182.7046 7175.33 . V . . Q . 9.667 4232.3672 7211.03 . V . • Q . 9.750 4282.2788 7247.14 . V . • Q _ 9.833 4332.4419 7283.70 V . . Q . _∎ 9.917 4382.8599 7320.71 . V . . Q . 10.000 4433.5361 7358.19 . V Q ow 10.083 4484.4736 7396.15 . V . . Q . 10.167 4535.6763 7434.61 . V . . Q _ • 10.250 4587.1475 7473.58 . V . . Q . 10.333 4638.8906 7513.09 . V . • Q . 10.417 4690.9097 7553.15 . V. . Q . 10.500 4743.2085 7593.78 . V. . Q . omm 10.583 4795.7910 7634.98 . V. . Q . 10.667 4848.6616 7676.81 . V. . Q . hi 10.750 4901.8247 7719.25 . V. . Q . 10.833 4955.2847 7762.36 . V. Q . 10.917 5009.0464 7806.19 . V. . Q . ewe 11.000 5063.1162 7850.96 . V. . Q . 11.083 5117.5024 7896.91 . V. Q _ il 11.167 5172.2148 7944.25 . V . Q 11.250 5227.2622 7992.89 . V . Q . 11.333 5282.6528 8042.69 . V . Q . 11.417 5338.3931 8093.45 . V . Q . mm 11.500 5394.4893 8145.14 . V 0 , 11.583 5450.9473 8197.72 . V . Q . ii 11.667 5507.7739 8251.25 . V . Q . 11.750 5564.9761 8305.73 . V Q . 11.833 5622.5605 8361.24 . V . Q . 11.917 5680.5342 8417.79 . .V . Q . g 12.000 5738.9053 8475.47 . .V . Q , 12.083 5797.6616 8531.39 . .V . 0 . • 12.167 5856.8276 8590.88 . .V . Q • 12.250 5916.4468 8656.70 . .V . Q . 12.333 5976.6699 8744.43 . .V Q , 12.417 6037.6694 8857.16 . .V Q. ` 12.500 6099.6089 8993.61 . .V . Q. 12.583 6162.6123 9148.08 . .V . Q 00 12.667 6226.4189 9264.74 . . V . Q . 12.750 6290.7075 9334.72 . . V . Q . 12.833 6355.4214 9396.45 . . V . .Q . 12.917 6420.4990 9449.26 . . V . .Q . 13.000 6485.8916 9495.04 . . V . .0 . 13.083 6551.5635 9535.58 . . V .0 . • 13.167 6617.4897 9572.47 . . V . .Q . 13.250 6683.6528 9606.90 . . V . .Q . 13.333 6750.0400 9639.43 . . V . .Q ,^ 13.417 6816.6416 9670.52 . . V . .Q . 13.500 6883.4492 9700.50 . . V . • Q 13.583 6950.4580 9729.70 V . • Q he 13.667 7017.6670 9758.75 . . V . • Q 13.750 7085.1802 9802.88 . . V . • Q . 13.833 7153.4346 9910.54 . . V . _ Q . mom 13.917 7222.3989 10013.62 . . V . • Q . 14.000 7291.9922 10104.97 . . V . . Q . illg 14.083 7362.2471 10201.02 . . V . . Q . 14.167 7433.2563 10310.55 . . V . . 0 14.250 7505.2046 10446.86 . . V . . Q 14.333 7577.9180 10558.00 . . V . . Q Mw 14.417 7651.3857 10667.52 . . V . . Q 14.500 7725.7612 10799.30 . . V . . Q - 14.583 7801.1694 10949.26 V - Q 14.667 7877.6069 11098.70 V Q 14.750 7954.9961 11236.93 V Q 14.833 8033.2900 11368.30 . . V . . Q m#1 14.917 8112.4175 11489.31 . . V . . Q _ 15.000 8192.2441 11590.88 . . V . . Q S 15.083 8272.6455 11674.22 . . V Q 15.167 8353.5684 11750.01 . . V . . Q _ 15.250 8434.9736 11820.02 . . V . . Q. 15.333 8516.5635 11846.91 . . V Q. m 15.417 8598.0381 11830.05 . . V . . Q. 15.500 8679.7715 11867.70 . . V . Q. im 15.583 8762.0195 11942.44 . . V . Q. 15.667 8844.4883 11974.41 . . V . . Q. 15.750 8926.9102 11967.66 . . V . Q. OM 15.833 9009.0742 11930.20 . . V . . Q. 15.917 9090.8516 11874.03 . . V . Q. 16.000 9172.2354 11816.88 V Q. 00 16.083 9253.4717 11795.57 . . V . . Q 16.167 9335.0586 11846.44 . . V . . Q. 16.250 9417.6484 11992.07 . . V . . Q. em 16.333 9498.4990 11739.45 . V . . Q 16.417 9577.5068 11471.98 . . V . . Q 16.500 9658.1475 11708.97 V , . Q MO 16.583 9740.0371 11890.43 . . V . . Q. 16.667 9822.6377 11993.55 . . V. Q. 16.750 9905.2842 12000 - ; 2- . . V. . Q. mm 16.833 9987.5635 11946.96 . . V. . Q. 16.917 10069.3711 11878.42 . . V. . Q. IN 17.000 10150.8828 11835.55 . . V. . Q. 17.083 10232.2861 11819.78 . . V. . Q. - 7 17.167 10313.6953 11820.65 . . V. 0_ -J 17.250 10395.1357 11825.12 . . V . Q. 'lm 17.333 10476.5234 11817.49 . . V . Q 17.417 10557.7305 11791.31 . . V Q • 17.500 10638.6260 11746.06 . . V . Q 17.583 10719.1104 11686.32 . V . Q 17.667 10799.1436 11620.86 . . V . Q _ oft Y: \899\ 190\ Staff \Bi11F \520 \DPTJ \OPTJI3.FLD iii ow *laved: 6/18/2003 9:20 AM Page 87 of 92 17.750 10878.7393 11557.33 . .V Q . gom 17.833 10957.9395 11499.83 . .V 0 • 17.917 11036.7998 11450.56 . .V Q . mm 18.000 11115.3760 11409.20 . .V Q • 18.083 11193.7139 11374.67 . .V Q . 18.167 11272.0420 11373.17 . .V Q • 18.250 11350.5420 11398.23 . .V Q . "" 18.333 11429.1807 11418.35 _ V . Q 18.417 11507.9980 11444.32 . . V Q . • 10 18.500 11587.0039 11471.63 . . V Q • '18.583 11665.8740 11451.98 . . V Q . 18.667 11744.4717 11412.43 . . V Q . ew 18.750 11822.7412 11364.77 . . V 0 . 18.833 11900.6377 11310.50 . . V Q - u 18.917 11978.1338 11252.39 . V Q . OM 19.000 12055.2070 11191.07 . . V Q • 19.083 12131.8398 11127.11 . . V Q . 19.167 12208.0283 11062.57 . . V Q • we 19.250 12283.7783 10998.87 . . V Q • 19.333 12359.0801 10933.79 . . V Q • ii 19.417 12433.9229 10867.11 . V Q . 19.500 12508.2959 10798.91 . . V Q 19.583 12582.2324 10735.61 . . V Q . 19.667 12655.7842 10679.78 . . V Q . Pm 19.750 12728.9453 10623.05 . . V Q 19.833 12801.7100 10565.36 . . V Q i 19.917 12874.0703 10506.78 . . V Q 20.000 12946.0225 10447.41 . V . Q 20.083 13017.5703 10388.74 . V Q 20.167 13088.6426 10319.66 . V Q . ' ' 20.250 13159.2637 10254.17 . V Q 20.333 13229.4424 10189.88 . V Q 6 20.417 13299.1875 10126.93 . V . Q 20.500 13368.5137 10066.09 . V . Q I] 20.583 13437.4473 10009.14 . V . Q 20.667 13506.0283 9957.97 . V . Q ?�'. 20.750 13574.2998 9913.06 . V . Q 20.833 13642.2969 9873.20 . V . Q ill 20.917 13710.0420 9836.61 . V . Q 21.000 13777.5479 9801.85 . V . Q 21.083 13844.8213 9768.16 . V . Q 21.167 13911.8682 9735.23 . V . Q Pm 21.250 13978.6924 9702.94 . V . Q 21.333 14045.2676 9666.73 . V .Q bil 21.417 14111.5947 9630.63 . V .Q 21.500 14177.6631 9593.17 . V .Q 21.583 14243.4531 9552.68 . V .Q 110 21.667 14308.9688 9512.89 . V .Q 21.750 14374.2148 9473.79 . V .Q 21.833 14439.1963 9435.36 . V .Q • • 21.917 14503.9180 9397.56 . V .Q 22.000 14568.3838 9360.39 . V Q 22.083 14632.5977 9323.80 . V Q P• 22.167 14696.5635 9287.79 . V Q 22.250 14760.2852 9252.33 . V Q • 22.333 14823.7656 9217.40 . V Q • OM 22.417 14887.0098 9182.99 . V Q . 22.500 14950.0195 9149.07 . V Q 22.583 15012.7998 9115.64 . VQ !s, 22.667 15075.3525 9082.66 . VQ 22.750 15137.6816 9050.14 . . Q. . m 22.833 15199.7891 9017.94 . Q. 22.917 15261.6768 8986.11 Q. 23.000 15323.3486 8954.70 . Q. 23.083 15384.8066 8923.68 . . Q. . li! 23.167 15446.0537 8893.04 . . Q. . - 23.250 15507.0918 8862.78 . QV iii 23.333 15567.9238 8832.88 . QV 23.417 15628.5527 8803.33 . QV 23.500 15688.9805 8774.11 . . QV . 23.583 15749.2090 8745.20 . Q V O 23.667 15809.2402 8716.47 . . Q V . 23.750 15869.0732 8687.79 . . Q V • 10 23.833 15928.7090 8659.09 . Q V 23.917 15988.1475 6630.41 . Q V • 24.000 16047.3887 8601.85 . Q .V 24.083 16106.3779 8565.18 . . Q .V . Will 24.167 16164.9287 8501.57 . . Q .V . 24.250 16222.6582 8382.36 . Q .V kg 24.333 16278.9209 8169.28 . Q .V 24.417 16332.9561 7845.96 . Q .V 24.500 16384.0840 7423.78 . - Q .V 24.583 16431.8047 6928.92 . . Q .V . Pm 24.667 16475.9160 6404.89 . .Q V • 24.750 16516.6230 5910.62 . Q. .V MB 24.833 16554.4102 5486.58 . Q . . V 24.917 16589.8633 5147.89 . Q . . V 25.000 16623.5098 4685.58 . Q . V . wmo 25.083 16655.7832 4686.04 . Q V . 25.167 16687.0117 4534.29 Q - V . im 25.250 16717.4277 4416.30 . . Q . V 25.333 16747.2051 4323.64 Q . . V . - 1 25.417 16776.4746 4249.90 Q . . V . J 25.500 16805.3379 4190.97 . . Q . V IA 25.583 16833.8770 4144.00 Q . . V . 25.667 16862.1484 4105.01 Q . . V . il 25.750 16890.1836 4070.64 . . Q . V 25.833 16918.0000 4038.94 Q . . V . 25.917 16945.6074 4008.63 . . Q . V pm " : \B99\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJ23.FLD II Migi AW "Raved: 6/18/2003 9:20 AM Page 88 of 92 26.000 16973.0098 3978.90 . . Q . . V . em 26.083 17000.2090 3949.33 . Q . . v . 26.167 17027.2109 3920.68 . . Q . . v . U 26.250 17054.0234 3893.10 . . Q V . 26.333 17080.6523 3866.43 . Q . V . 26.417 17107.1016 3840.36 . . Q . V . 26.500 17133.3730 3814.55 . . Q . . v . " 26.583 17159.4668 3788.89 . Q . . V . 26.667 17185.3848 3763.34 . . Q . . V . 0 26.750 17211.1289 3737.96 . . Q . . V . 26.833 17236.6992 3712.81 . . Q . . V . 26.917 17262.0996 3688.06 . . Q . . V . 27.000 17287.3320 3663.77 . . Q . . V . ims 27.083 17312.4004 3639.89 . . Q . . V . 27.167 17337.3066 3616.32 . .Q . . v . ig 27.250 17362.0508 3592.95 . .0 . . V . 27.333 17386.6348 3569.73 . .Q . . v . 27.417 17411.0605 3546.64 . .Q . . V . em 27.500 17435.3281 3523.64 . .Q . . v . 27.583 17459.4375 3500.66 . .Q . . V . 27.667 17483.3887 3477.64 .Q . . V . ON 27.750 17507.1797 3454.57 . .Q . . V . 27.833 17530.8125 3431.50 . .Q . . V . 27.917 17554.2871 3408.50 . .Q . . V . um 28.000 17577.6035 3385.61 . .Q . . V . 28.083 17600.7637 3362.85 . .Q . . V . ig i 28.167 17623.7676 3340.23 . .Q . . V . 28.250 17646.6172 3317.77 . Q . V . 28.333 17669.3125 3295.44 . Q . . V . 28.417 17691.8555 3273.27 . Q . . V . om 28.500 17714.2461 3251.23 . Q . . V . 28.583 17736.4863 3229.35 . Q . . V . gi 28.667 17758.5762 3207.48 . Q . . v . 28.750 17780.5156 3185.60 . Q . . V . -- I 28.833 17802.3047 3163.86 . Q . . V . 28.917 17823.9453 3142.27 . Q . . V . 29.000 17845.4395 3120.82 . Q . . V . 29.083 17866.7852 3099.52 . Q . V . to 29.167 17887.9863 3078.29 . Q . . V . 29.250 17909.0391 3056.84 . Q . . V . 29.333 17929.9395 3034.69 . Q . . V . 29.417 17950.6797 3011.48 Q. . . V . am 29.500 17971.2539 2987.34 . Q. . . V . 29.583 17991.6582 2962.69 . Q. . . V . Mil 29.667 18011.8926 2937.92 . Q. . . V . 29.750 18031.9570 2913.26 Q. . . V . 29.833 18051.8516 2888.78 . Q. . . V . 29.917 18071.5801 2864.51 . Q. . . V . Mm 30.000 18091.1426 2840.44 . Q. . V . 30.083 18110.5410 2816.59 . Q. . . V . • 30.167 18129.7754 2792.94 . Q. . V . 30.250 18148.8496 2769.49 . Q. . . V . 30.333 18167.7637 2746,25 . Q. . . V . s 30.417 18186.5176 2723.20 . Q. . . V . 30.500 18205.1152 2700,36 . Q . . . V . 30.583 18223.5566 2677.71 . Q . . . V . ii 30.667 18241.8438 2655.26 . Q . . . V . 30.750 18259.9766 2633.00 Q . . . V . 30.833 18277.9590 2610.94 . Q . . V am 30.917 18295.7891 2589.07 . Q . . . V . 31.000 18313.4707 2567.38 . Q . . . V . 31.083 18331.0039 2545.90 Q . V 31.167 18348.3926 2524.69 Q V 31.250 18365.6387 2504.00 Q V 31.333 18382.8770 2502.94 Q . . V . Pe 31.417 18400.9531 2624.77 . Q . . V . 31.500 18420.2617 2803.68 Q. V . im 31.583 18441.1328 3030.49 0 . V . 31.667 18463.9238 3309.24 Q V . 31.750 18487.2949 3393.61 .Q . V . 31.833 18510.4531 3362.47 .Q . V . ' 31.917 18533.3867 3330.03 .0 V . 32.000 18556.0879 3296.32 0 . V . • 32.083 18578.5488 3261.36 Q V . 32.167 18600.7656 3225.91 Q . V . 32.250 18622.7402 3190.60 Q . V . 32.333 18644.4727 3155.54 Q V '^' 32.417 18665.9648 3120.78 Q V . 32.500 18687.2188 3086.16 Q . V . by 32.583 18708.2344 3051.41 Q V . 32.667 18729.0137 3017.08 Q. V . 32.750 18749.5527 2982.41 Q. . V . 32.833 18769.8535 2947.60 . Q. . V . SIM 32,917 18789.9180 2913.24 . Q. V . 33.000 18809.7441 2878.84 Q. . . V . • 33.083 18829.3281 2843.57 Q. . V . 33.167 18848.6719 2808.71 Q. . V . 33,250 18867.7793 2774.35 Q. V . ovw 33.333 18886.6445 2739.17 Q. V . 33.417 18905.2539 2701.95 . Q . . V . 33.500 18923.6094 2665.25 0 . V . IN 33.583 18941.7148 2628.99 Q . . V . - 1 33.667 18959.5859 2594.80 Q . . V - 33.750 18977.3574 2580.49 Q . . V . ems_ 33.833 18995.0664 2571.41 . Q . . V . 33.917 19012.7109 2562.06 Q . . V . gig 34.000 19030.2910 2552.66 Q . . V . 34.083 19047.8066 2543.34 . Q . . V . 34.167 19065.2598 2534.13 Q . . V . - OM Y: \899 \190\ Staff \Bi11F \s20 \OPTJ \0PTJ13.FLD MN am Saved: 6/18/2003 9:20 AM Page 89 of 92 34.250 19082.6504 2525.07 . Q . . V . M. 34.333 19099.9785 2516.15 _ Q . . . V - 34.417 19117.2461 2507.36 . Q . . . V . • 34.500 19134.4004 2490.80 . Q . . . V . 34.583 19151.3828 2465.75 . Q • . V . A 34.667 19168.1934 2440.91 . Q . . V . OW 34.750 19184.8340 2416.32 Q . . V . 34.833 19201.3086 2391.97 . Q . . V . 34.917 19217.6172 2367.88 . Q . . . V . • 35.000 19233.7598 2344.03 . Q . . . V . 35.083 19249.7402 2320.42 . Q . . . v . 35.167 19265.5605 2297.04 . 0 . . . V . PM 35.250 19281.2207 2273.91 . Q . . . V . 35.333 19296.7227 2251.01 . Q . . . V . 35.417 19312.0703 2228.34 . Q . . V . NM 35.500 19327.2617 2205.90 . Q . . . v . 35.583 19342.3008 2183.69 . Q . . . V . 35.667 19357.1895 2161.70 . Q . . . V . pm 35.750 19371.9277 2139.93 . 0 . . . V . 35.833 19386.5176 2118.39 . Q . . . V . . 35.917 19400.9609 2097.06 . Q . . . V . 36.000 19415.2578 2075.95 . 0 . . V . 36.083 19429.4102 2055.03 . 0 . . V . 36.167 19443.4082 2032.51 . Q . . . V . 10 . 36.250 19457.2422 2008.73 . 0 . . . V . 36.333 19470.9141 1985.24 . Q . . V . • 36.417 19484.4258 1962.04 . Q . . . V . 36.500 19497.7813 1939.17 . Q . . V . 36.583 19510.9824 1916.77 . 0 . . . V . 36.667 19524.0332 1895.02 . Q . . V . mw 36.750 19536.9395 1874.04 . Q . . . V . 36.833 19549.7070 1853.73 . Q . . . V . • 36.917 19562.3379 1833.93 . 0 . . . V . 37.000 19574.8340 1814.48 Q . V 37.083 19587.1992 1795.30 Q V r � 37.167 19599.4336 1776.35 . Q . . . V . 37.250 19611.5391 1757.63 . Q . . . V . 37.333 19623.5156 1739.12 . Q . . . V . • 37.417 19635.3672 1720.83 Q . . . V . 37.500 19647.0938 1702.75 . Q . . . V . 37.583 19658.6973 1684.88 . Q . . V . OW 37.667 19670.1797 1667.22 . Q . . . V . 37.750 19681.5410 1649.77 . Q . . . V . 37.833 19692.7852 1632.51 . 0 . . . V , • 37.917 19703.9102 1615.40 . Q . . . V . 38.000 19714.9004 1595.83 . Q . . V . 38.083 19725.7461 1574.86 . Q . . . V . um 38.167 19736.4512 1554.25 . Q . . . V . 38.250 19747.0156 1533.97 . Q . . . V . 38.333 19757.4434 1514.03 Q . . V . Ow 38,417 19767.7363 1494.42 . Q . . . V . 38,500 19777.8965 1475.12 . Q . . V . 38.583 19787.9258 1456.14 . Q . . . V . an 38.667 19797.8262 1437.47 . Q . . . V . 38.750 19807.5996 1419.11 . Q . . . V . iii 38.833 19817.2480 1401.04 . Q V . 38.917 19826.7754 1383.26 . Q . V . 39.000 19836.1816 1365.77 . Q . • . V . 39.083 19845.4688 1348.56 . Q . . . V . Wm 39.167 19854.6406 1331.63 . Q • . V . 39.250 19863.6973 1314.96 . Q . . . V . i 39.333 19872.6406 1298.56 . Q . . V . 39.417 19881.4727 1282.43 . Q . . . V . 39.500 19890.1953 1266.46 . Q . . . V . 39.583 19898.7793 1246.41 . Q . . . V . Mm 39.667 19907.2090 1224.09 . Q . . . v . 39.750 19915.4902 1202.41 Q . . . V . • 39.033 19923.6270 1181.37 . Q . . . V . 39.917 19931.6230 1160.93 . Q . . . V . 40.000 19939.4824 1141.07 . Q . . V . 40.083 19947.2090 1121.78 . Q . V . MM 40.167 19954.8047 1103.03 • Q . . . V . 40.250 19962.2754 1084.81 . Q . . . V . km 40.333 19969.6250 1067.10 . Q . . . V . 40.417 19976.8555 1049.87 . Q . . . V . 40.500 19983.9707 1033.13 • Q . • . V . WO 40.583 19990.9746 1016.86 Q . . V . 40.667 19997.8691 1001.10 . Q . . . V . 40.750 20004.6582 985.86 . Q . . . V . li 40.833 20011.3457 971.12 . 0 . . . V . 40.917 20017.9355 956.85 . Q . . V . 41.000 20024.4297 942.99 • Q . . . V . m . 41.083 20030.8320 929.51 Q . . . V . 41.167 20037.1426 916.39 . 0 . . . V . 41.250 20043.3652 903.61 . Q . V . 41.333 20049.5020 891.16 . Q . . . V . 41.417 20055.5566 879.02 . Q . . . V . 41.500 20061.5293 867.19 . Q . . . V . Pm 41.583 20067.4219 855.65 . Q . . . V . 41.667 20073.2383 844.40 . Q . . . V . 0 41.750 20078.9785 833.46 . Q . . . V . 41.833 20084.6465 822.92 . Q . . . V . __ 41.917 20090.2441 812.89 . Q . . . V . -' 42.000 20095.7773 803.45 . Q . . . V . mm 42.083 20101.2500 794.49 . Q . . . V . 42.167 20106.6543 784.66 . Q . . . V . k 42.250 20111.9883 774.50 . Q . . . V . 42.333 20117.2559 764.74 . Q . . . V . 42.417 20122.4570 755.35 . Q . . . V . Y: \B99\ 190\ Staff \Bi11F \s2O \OPTJ \OPTJ13.FLD NO Mill Waved: 6/18/2003 9,20 AM Page 90 of 92 42.500 20127.5977 746.30 . Q . . . V #14 42.583 20132.6777 737.57 . Q . . V. 42.667 20137.6992 729.15 . Q . . . V. S 42.750 20142.6641 721.02 . Q . . . V. 42.833 20147.5762 713.17 . Q . . . V. 42.917 20152.4355 705.58 . Q . . . V. 43.000 20157.2441 698.24 . Q . . . V. 4w1 43.083 20162.0039 691.14 . Q . . V. 43.167 20166.7168 684.26 . Q . . . V. • 43.250 20171.3828 677.60 . Q . . . V. 43.333 20176.0059 671.15 . Q . . . V. 43.417 20180.5840 664.88 . Q . . V. 43.500 20185.1211 658.81 . Q . . . V. MO 43.583 20189.6172 652.91 . Q . . . V. ii 43.667 20194.0742 647.17 . Q . V. 43.750 20198.4922 641.60 . Q V. 43.833 20202.8730 636.18 . Q . . . V. 43.917 20207.2188 630.90 . Q . . . V. g m 44.000 20211.5293 625.76 . Q . . . V. 44.083 20215.8047 620.75 . Q . . . V. yj 44.167 20220.0469 615.87 . Q . . V. 44.250 20224.2559 611.10 . Q . . . V. 44.333 20228.4316 606.45 . Q . . . V. 44.417 20232.5762 601.91 .Q . . . V. O A 44.500 20236.6914 597.47 .Q . . V. .,,t 44.583 20240.7754 593.13 .0 . . . V. a 44.667 20244.8301 588.88 .Q . . . V. 44.750 20248.8574 584.72 .Q . . . V. 44.833 20252.8555 580.65 .Q . . . V. 44.917 20256.8262 576.66 .Q . . . V. 1M 45.000 20260.7715 572.75 .Q . . . A. 45.083 20264.6895 568.91 .Q . . . V. ii 45.167 20268.5820 565.14 .Q . . V. 45.250 20272.4492 561.45 .Q . . . V. -i 45.333 20276.2910 557.81 .Q . . . V. "") 45.417 20280.1074 554.24 .Q . . . V. ` 1011 45.500 20283.9004 550.72 .Q . . . V. 45.583 20287.6680 547.18 .Q . . V. is 45.667 20291.4121 543.57 .Q . . V. 45.750 20295.1309 539.85 .Q . . V. 45.833 20298.8223 536.04 .Q . . . V. 45.917 20302.4883 532.19 .Q . . . V. on 46.000 20306.1270 528.36 .Q . . . V. 46.083 20309.7402 524.56 .Q . . . V. • 46.167 20313.3262 520.82 .Q . . . V. 46.250 20316.8867 517.12 .Q . . . V. 46.333 20320.4238 513.46 .Q . . . V. 46.417 20323.9355 509.86 .Q . . . V. OM 46.500 20327.4219 506.29 .5 . . . V. 46.583 20330.8848 502.77 .Q . V. • 46.667 20334.3242 499.29 .0 . . . V. 46.750 20337.7383 495.85 .Q . . . V. 46.833 20341.1289 492.45 .Q . . . V. om 46.917 20344.4980 489.09 .Q . . V. 47.000 20347.8438 485.77 .Q . . V. 47.083 20351.1660 482.47 .Q . V. 10 47.167 20354.4668 479.22 .Q . V. 47.250 20357.7441 476.00 .Q . . . V. 47.333 20361.0000 472.81 .Q . . . V. mm 47.417 20364.2344 469.65 .5 . . . V. 47.500 20367.4473 466.52 .Q V, 47.583 20370.6387 463.42 .Q . . . V. 47.667 20373.8086 460.36 .Q . . V. J 47.750 20376.9590 457.32 .5 . . . V. 47.833 20380.0879 454.31 .0 . . . V. ow 47.917 20383.1953 451.33 .Q . . V. 48.000 20386.2832 448.37 .Q . . . V. S 48.083 20389.3516 445.44 .Q . . . V. 48.167 20392.3984 442.53 .Q . . . V. 48.250 20395.4258 439.65 .Q . . V. 48.333 20398.4336 436.80 .Q . . V. mu 48.417 20401.4219 433.97 .Q . . V. 48.500 20404.3906 431.16 .Q . . . V. • 48.583 20407.3418 428.38 .Q . . . V. 48.667 20410.2734 425.62 .5 . . . V. 48.750 20413.1855 422.88 .Q . . . V. 48.833 20416.0801 420.16 .Q V. om 48.917 20418.9551 417.46 .Q . . . V. 49.000 20421.8125 414.79 .Q V. • 49.083 20424.6504 412.13 .Q . . . V. 49.167 20427.4707 409.50 .Q . . . V. 49.250 20430.2734 406.89 .0 . . . V. 49.333 20433.0586 404.29 .5 . . V. wm 49.417 20435.8262 401.72 .Q . . . V. 49.500 20438.5762 399.16 .Q V. kr 49.583 20441.3086 396.62 .Q . . . V. 49.667 20444.0234 394.11 .Q . V. 49.750 20446.7207 391.61 .Q . . V. aw 49.833 20449.4004 389.12 .Q . . V. 49.917 20452.0625 386.66 .Q . . V. i 50.000 20454.7090 384.21 .Q . . V. 50.083 20457.3379 381.79 .Q . . . V. _ 50.167 20459.9512 379.37 .Q . V. - J 50.250 20462.5469 376.98 .5 . . V. w.. 50.333 20465.1270 374.60 .Q . . . V. 50.417 20467.6914 372.24 .Q . . V. km 50.500 20470.2383 369.89 .Q . . V. 50.583 20472.7695 367.54 .Q . . . V. 50.667 20475.2852 365.14 .Q . . . V. ': \1399\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD OM OM i ftaved: 6/18/2003 9:20 AM Page 91 of 92 50.750 20477.7832 362.59 .Q V. w 50.833 20480.2617 359.86 .0 . V. 50.917 20482.7207 356.98 .Q . V. l 51.000 20485.1582 354.00 .Q V. 51.083 20487.5762 351.00 .Q . . . V. 51.167 20489.9727 348.01 .Q . . V. 51.250 20492.3496 345.05 .Q . . V. 51.333 20494.7051 342.11 .Q . V. 51.417 20497.0410 339.19 .Q . . V. mo 51.500 20499.3574 336.31 .Q . V. 51.583 20501.6543 333.44 .Q . V. 51.667 20503.9316 330.60 .Q . . . V. 51.750 20506.1895 327.79 .Q V. mia 51.833 20508.4277 325.00 .0 . . V. 51.917 20510.6465 322.23 .0 . V. el 52.000 20512.8477 319.49 .Q . . . V. 52.083 20515.0293 316.78 .Q . . . V. 52.167 20517.1934 314.08 .0 . . . V . QM 52.250 20519.3379 311.41 .Q . V. 52.333 20521.4648 308.76 .Q . . V. 6 52.417 20523.5723 306.14 .Q . V. 52.500 20525.6621 303.54 .Q V. 52.583 20527.7344 300.96 Q . . . V. 52.667 20529.7891 298.40 Q . . . V. um 52.750 20531.8262 295.87 Q . . V. 52.833 20533.8457 293.35 Q . V. as 52.917 20535.8496 290.86 Q . . V. 53.000 20537.8359 288.39 Q . V. 53.083 20539.8047 285.94 Q . . . V. 53.167 20541.7578 283.51 Q . . . V. An 53.250 20543.6934 281.11 Q . . V. 53.333 20545.6133 278.72 Q . . V. • 53.417 20547.5156 276.35 Q . . . V. 53.500 20549.4023 274.01 Q . V. ,.1 53.563 20551.2734 271.68 Q . . V. "' 53.667 20553.1289 269.38 Q . . . V. 53.750 20554.9688 267.09 Q . . . V. 53.833 20556.7930 264.82 Q . . . V. i 53.917 20558.6016 262.58 Q . . . V. 54.000 20560.3945 260.35 Q . . . V. 54.083 20562.1719 258.14 Q . . . V. 54.167 20563.9355 255.95 Q . . . V. 54.250 20565.6836 253.78 Q . . . V. ' 54.333 20567.4160 251.62 Q . . . V. iii 54.417 20569.1348 249.49 Q . . . V. 54.500 20570.8379 247.37 Q . . V. 54.583 20572.5273 245.28 Q . . . V. 54.667 20574.2031 243.20 Q . . . V . mm 54.750 20575.8633 241.13 Q . . . V . 54.833 20577.5098 239.09 Q . . V. ii 54.917 20579.1426 237.06 Q . . . V. 55.000 20580.7617 235.05 Q . . V. 55.083 20582.3672 233.06 0 . . . V. w0 55.167 20583.9590 231.08 Q . . V. 55.250 20585.5371 229.12 Q . . . V. 55.333 20587.1016 227.18 Q . . . V. MO 55.417 20588.6523 225.25 Q . . . V. 55.500 20590.1895 223.30 Q . . . V. 55.583 20591.7129 221.15 0 . . . V. pm 55.667 20593.2168 218.46 Q . . . V. 55.750 20594.6973 214.97 Q . . . V. 55.833 20596.1484 210.73 Q . . . V. 55.917 20597.5664 206.01 Q V. ow 56.000 20598.9512 201.11 Q V. 56.083 20600.3027 196.22 Q . . . V. Wm 56.167 20601.6211 191.43 Q . . . V. 56.250 20692.9063 186.74 Q . . . V. I 56.333 20604.1602 182.17 Q V. 56.417 20605.3848 177.71 Q . . V. 56.500 20606.5781 173.36 Q . . V. 56.583 20607.7422 169.11 Q . V. Om 56.667 20608.8789 164.97 Q . . . V. 56.750 20609.9863 160.93 Q . . . V. im 56.833 20611.0684 156.99 Q . . . V. 56.917 20612.1230 153.15 Q . . . V. 57.000 20613.1523 149.40 Q . . . V. 57.083 20614.1563 145.74 Q . . . V. mom 57.167 20615.1348 142.17 Q . . . V. 57.250 20616.0898 138.69 0 . . . V. 110 57.333 20617.0215 135.29 Q . . V. 57.417 20617.9297 131.98 Q . . . V. 57.500 20618.8164 128.75 Q . . . V. am 57.583 20619.6816 125.59 Q V. 57.667 20620.5254 122.52 Q . . . V. 57.750 20621.3477 119.52 Q . . . V. • 57.833 20622.1504 116.59 Q . . . V. 57.917 20622.9336 113.74 Q . V. 58.000 20623.6973 110.95 Q . . . V. , am 58.083 20624.4434 108.23 Q . . . V. 58.167 20625.1699 105.58 Q . . . V. 58.250 20625.8789 103.00 Q . . . V. ▪ 58.333 20626.5703 100.48 Q . . . V. -- 58.417 20627.2461 98.02 Q . . . V. - -' 58.500 20627.9043 95.62 Q . . . V. 58.583 20628.5469 93.28 Q . . V. 58.667 20629.1738 90.99 Q . . V. U 58.750 20629.7852 88.76 Q . . . V. 58.833 20630.3809 86.59 Q . . V. 58.917 20630.9629 84.47 Q . . . V. imm {: \899\ 190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD OW Saved: 6/18/2003 9:20 AM Page 92 of 92 59.000 20631.5313 82.40 Q V. 4. " 59.083 20632.0840 80.39 Q V. 59.167 20632.6250 78.42 Q V. 59.250 20633.1523 76.50 Q V. 59.333 20633.6660 74.62 Q V. . 59.417 20634.1680 72.80 Q . V. 59.500 20634.6563 71.01 Q V. PM 59.583 20635.1328 69.28 Q V. 59.667 20635.5977 67.58 Q V. am 59.750 20636.0508 65.93 Q V. 59.833 20636.4941 64.31 Q V. 59.917 20636.9258 62.74 Q V. __ 60.000 20637.3477 61.20 Q V. a om WO Pm MO OM 1 Om • O MM N OM MN 00 OM NO on ww Y: \899 \190\ Staff \Bi11F \s20 \OPTJ \OPTJI3.FLD 1s 11 is 1 Appendix G- BOR Sidewier Flow Split Analysis 1 qtr r 130 4'L E 1110 MR - lits 111W • _o • Data for W eir Partly O pen (2340 f t length) _ — Prototype Data Prototype Model Cipoifetti Weir Side -Weir Inflow Side -Weir 01, Q Inflow Pt. Gage Q _ Q _ _ Q _ Q • (cfs) (cfs) + (ft) 1 (cfs) (cfs) ___________ _ (cfs) (cfs) 8,600 1.744 1.177 1_741- 02 8,799 57 - 0.003 --- 8,597 15 _ ..__... -- 1.1 1 _____ - - -- - - . poi 8,800 _ 1.785 _ .73 .01 ,_ __ 8,79 -- -- - -- —1773- - — ----- — - - - - - 9,000 1.826 1. 187 1.806 0.020 9,001 98 - -- ______ - - ___ 1.197 ._ - --- - -- 9,500 1_.927 2.029 1.204 1.197 1.872 0.055 9,499 272 10,000 2 1 10,002 545 ,M .918 0.111 10 .... _ - -- -� 1111 --- 1 111-- .. _..- ___ - 1111- - --- . 1 1,000 2.231 1.21 2.006 0.225 10,998 1,110 - - 34 11 1- 04- - -- - - - -- 1111 -- - - -- a 12,000 2.4 1.222 2.0 0.394 11,998 1,943 ..... ...... _ _...---------- .. ..- •-- - - - - -- ._.... 111 -- 1111 - -- 1111 -- -- . 14,000 2.840 1. 23 2 2.10 0.7 32 __ _ __ 14 ,000 3,607 am 16,000 3.295 _ 1.244 2.192 1.103 16,243 5,439 IN 18,000 3.651 1.248 2.220 1.431 17,998 7,056 1 20,000 4.057 1.254 2.262 1.795 19,999 8,850 -- - .. . .__ --- - - -..._ .... -- - ._ _ . _._ . _... . 0. 20,400 4.138 - 1.2_56 2.276 1.862 20,398 9,179 21,600 4.382 1.261 2.311 2.071 21,601 10,207 - I • W Sid eW leAft. 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