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HomeMy WebLinkAboutSierra Lakes Integrated Flood Control Summary Report - 1995LEWIS HOMES OF CALIFORNIA SIERRA LAKES INTEGRATED FLOOD CONTROL, WATER CONSERVATION, AND STORM WATER QUALITY MANAGEMENT SYSTEM Summary Report August, 1995 John M. Tettemer & Associates, Ltd. Prepared by: John M. Tettemer, President Alan A. Swanson, Vice President, Engineering Tom Grange, Project Engineer TABLE OF CONTENTS Paye I. INTRODUCTION ......................................... 1 A. Project Location and Description .......................... 1 B. Purpose of Summary Report ............................. 1 C. Integrated System Concept Overview ....................... 2 II. HYDROLOGIC STUDIES ................................... 4 A. On -Site Drainage ..................................... 4 B. Off -Site Drainage ..................................... 5 1. Area East of Sierra Avenue ........................ 5 2. Area West of Sierra Avenue and North of Summit Avenue ........................................ 5 III. RECOMMENDED INTEGRATED FLOOD CONTROL, WATER CONSERVATION, AND WATER QUALITY MANAGEMENT SYSTEMS AND DESIGN PARAMETERS ....................... 7 A. Off -Site Debris Basin .................................. 7 B. Storm Water Delivery System ............................ 7 C. Water Quality Wetlands ................................ 8 1. First Flush Volumes .............................. 8 2. Bypass and Hydraulic Control ....................... 9 3. Locations, Storage Volumes and Footprints ............ 10 D. Infiltration Basins ..................................... 11 1. Gravel Layer ................................... 2. Sand Filter 12 ..................................... 3. Filter Fabric 12 .................................... 13 4. Freeboard ..................................... 13 5. Basin Drain Time ................................ 13 6. Locations, Storm Volumes. Gravel Areas and Sand Areas......................................... 14 E. Hydraulic Analysis for Failure Mode Scenario ................ 14 IV. MAINTENANCE AND MONITORING ......................... 16 V. FIGURES ................................................ 17 VI. APPENDIX .............................................. 18 TG02.RPT -]- 059-17 I. INTRODUCTION A. Project Location and Description The Sierra Lakes project is located in the northern portion of the City of Fontana (City). The project site is bounded on the north by Summit Avenue, on the west by Citrus Avenue, on the east by Sierra Avenue, and on the south by Highland Avenue (Figure 1). Also included in the project area is the 60 -acre parcel bounded on the north by Curtis Avenue, on the west by Catawba Avenue, and by Citrus Avenue on the east. The Sierra Lakes project is being developed by Lewis Homes of California as a planned community consisting of residential and commercial land uses to be constructed around an 18 -hole golf course. The conceptual land use plan is shown on Figure 2. B. Purpose of Summary Report The purpose of this Report is to summarize the Integrated Flood Control, Water Conservation, and Storm Water Management System (Integrated System). The report contains the conditions, criteria, and assumptions that will be used in implementing the System. Various studies and field investigations were conducted when the original concept was prepared. The results from this effort are summarized in two reports prepared by John M. Tettemer & Associates, Ltd., titled, Sierra Lakes Integrated Flood Control, Water TG02.RPT -1- 059-17 Conservation, and Storm Water Quality Management Concept (August 1993), and Sierra Lakes Response to Questions Concerning the Integrated Flood Control, Water Conservation, and Storm Water Quality Management Concept (October 1993). Since the preparation of these reports, additional studies and refinements to the golf course and flood control facility concepts have been made, and agreements have been reached with the City which affect the System design. These refinements to the original concept are reflected in this report. It is intended that the City approve this summary report and thereby agree to the conditions, criteria, and assumptions stated herein. Lewis Homes of California, in preparing plans for the flood control and water quality management facilities, will abide by these conditions, criteria, and assumptions. C. Integrated System Concept Overview With the Integrated System, on-site and off-site drainage will be collected, temporarily stored in golf course fairways gently graded to form basins, and allowed to infiltrate into the porous alluvial soil. Special infiltration facilities resembling golf course bunkers will be placed along some of the fairways to ensure that planned infiltration rates will be maintained over the long term. Special water quality wetlands will remove first -flush storm runoff and urban nuisance flow from the drainage system so that any possible pollutants in TG02.RPT -2- 059-17 these flows do not enter the infiltration facilities. The water quality wetlands will remove sediments, minimize silt buildup in the infiltration facilities, reduce maintenance requirements, and enhance the quality of water being infiltrated to the aquifer. Under design flood conditions, there will be no runoff from the portion of the site tributary to the Integrated System. The water quality wetlands, in addition to protecting the infiltration facilities, will meet the requirements of the National Pollutant Discharge Elimination System (NPDES). TG02.RPT -3- 059-17 II. HYDROLOGIC STUDIES Preliminary hydrologic calculations have been prepared and 100 -year hydrographs for the on-site and off-site subareas tributary to the Integrated System have been computed. These hydrographs have been used for initial sizing of the drainage and infiltration facilities. These calculations and hydrographs are included in the Appendix and will be refined during final design. In preparing the preliminary hydrology study used to develop the Integrated System concepts, lag times were estimated based on previous rational method calculations. This was done since the lag time affects the hydrograph shape but not the hydrograph volume, and the infiltration basin sizing is primarily dependent on the hydrograph volume. The final hydrology study used to design the facilities will be in accordance with the San Bernardino County Hydrology Manual (Hydrology Manual). The final study will include: times of concentration determined from rational method calculations; loss rates calculated considering the hydrologic soil type, ultimate land use, and ground cover for the site; and the point rainfall amounts and the rainfall pattern from the Hydrology Manual. A. On -Site Drainage The on-site drainage area has been divided into ten subareas that are tributary to the infiltration basins. These subareas are shown on Figure 3. Hydrographs have been generated for'each of the TG0IRPT -4- 059-17 subareas as described above and routed through the proposed system. Those portions of the project located south of "A" Street and west of Citrus Avenue are not tributary to the Integrated System. When these areas develop, storm drains will be used to convey the runoff to the San Sevaine Creek System. B. Off -Site Drainage The off-site drainage that affects the project comes from two upstream drainage areas. One area is east of Sierra Avenue and the other is west of Sierra Avenue and north of Summit Avenue. See Figure 4. 1. Area East of Sierra Avenue The area east of Sierra Avenue is a strip 300 feet wide and extends from 1,400 feet north of Highland Avenue to Casa Grande Drive. The ultimate land use for this area is assumed to be commercial/industrial. The area is approximately 45 acres and the City has requested that the infiltration system be sized to accommodate the area's ultimate condition runoff. This area has been included in the on-site Subareas 5 and 7. 2. Area West of Sierra Avenue and North of Summit Avenue Approximately 440 acres west of Sierra Avenue and north of Summit Avenue are currently tributary to the project site as TG02.RPT -5- 059-17 shown on Figure 4. The runoff from this area will be temporarily accommodated in the project infiltration system until this area develops. When it develops, the runoff will be collected in the Summit Avenue storm drain and conveyed to the San Sevaine Creek system. In sizing Infiltration Basin 3 to accommodate the interim condition runoff from this area, Antecedent Moisture Condition (AMC) II was used to compute the low loss fraction. AMC III was used to compute the maximum loss rate. AMC II was used for the low loss rate fraction because of the high infiltration rates for the native soils and the lack of impervious cover in this area. TG02.RPT -6- 059-17 III. RECOMMENDED INTEGRATED FLOOD CONTROL, WATER CONSERVATION, AND WATER QUALITY MANAGEMENT SYSTEMS AND DESIGN PARAMETERS A. Off -Site Debris Basin An interim debris basin will be constructed in the north half of the Summit Avenue ultimate right-of-way to trap debris from the off-site area west of Sierra Avenue and north of Summit Avenue. The debris basin will be sized to accommodate the computed 100 -year storm sediment yield from that off-site area, which was computed to be 450 cubic yards using the Pacific Southwest Inter -Agency Committee Method (PSIAC). When the area tributary to the basin develops, the basin will be removed to allow construction of Summit Avenue to its ultimate width, including the master planned Summit Avenue storm drain. B. Storm Water Delivery System The storm water delivery system includes the in -tract drainage facilities within the project: streets, catchbasins, and underground pipes. These facilities will collect and deliver the runoff from the non -golf course planning areas to the infiltration basins within the golf course. In addition to the drainage facilities within the project, storm drains will convey flow from the two tributary off-site areas to infiltration basins within the project. For the off-site area east of Sierra Avenue, these storm drains are part of the ultimate drainage system. TG02.RPT -7- 059-17 For the off-site area west of Sierra Avenue and north of Summit Avenue, storm drains will pick up flow from the interim debris basin and convey it to Basin 3 within the project. The debris basin and the connecting storm drain are interim, and will be removed or abandoned when the area north of Summit Avenue develops and is connected to the Summit Avenue storm drain and the San Sevaine Creek system. C. Water Quality Wetlands Runoff in the storm water delivery system will pass through a splitter structure prior to discharging into either the water quality wetlands or the infiltration basins. Nuisance flows, first -flush storm flows, and some portion of the runoff from larger storms will be directed into the water quality wetlands. These wetlands will be located on the golf course. Water entering the wetlands will be consumed by evapo-transpiration or will infiltrate into the ground after receiving the pollutant removal benefits of wetlands. A typical water quality wetland is shown on Figure 5. 1. First Flush Volumes The water quality wetlands will be designed to fully contain the first -flush storm runoff. The first -flush storm runoff volume has been defined as 0.5 inch of runoff from the impervious area. This criteria is based on U. S. Environmental Protection Agency (EPA) studies which show TG02.RPT -$- 059-17 that 0.5 inch of runoff will remove ninety percent of the accumulated pollutants from an urban watershed. 2. Bypass and Hydraulic Control The water quality wetlands, by utilizing the splitter structures, will be designed as bypass facilities. The splitter structures will direct the majority of the relatively clean flow from large storms into the infiltration basins and limit the flow into the wetlands. Limiting the flow into the wetlands will prevent the washing of pollutants and sediment from the wetlands to the infiltration areas. The design of the splitter structures and inlet conduits, and the wetlands elevations, will provide a hydraulic control to limit the flow into the wetlands. This is illustrated in Figure 6, which shows a splitter structure concept. The splitter structure will direct the year-round nuisance flows and first -flush storm flows into the wetlands. A portion of the runoff from larger storms will also be directed into the wetlands. When the first -flush storm design discharge is exceeded, there will be flow into the infiltration basins. Flow will continue into the wetland until the water surface elevation in the wetland reaches the elevation of the hydraulic grade line in the splitter structure. The pipeline delivering flow to the wetland will be equipped with a flap TG02.RPT -9- 059-17 gate to prevent reverse flow from the wetland to the infiltration basins. Complete hydraulic control may not be possible with every wetland facility due to the hydraulic grade lines and their relation to the golf course grading. In these cases, a provision will be included in the design of the wetland to provide for overflow onto the golf course fairways. Because the flow rates are small (restricted by the small diameter first -flush diversion pipeline), the velocity of flow through the ponded wetland will be small and will not disturb sediments and other pollutants deposited on the wetland bottom. 3. Locations, Storage Volumes, and Footprints The water quality wetlands have been incorporated into the golf course design. Their locations are shown on Figure 3. The required first -flush storage volume and footprint for each of the wetlands is shown in Table 1. Conceptual grading plans for each wetland facility and the tentative alignments of the first -flush and by-pass pipelines are included in the Appendix. TG02.RPT -10- 059-17 Table 1. Water Quality Wetlands Wetland First -Flush Volume (acre -ft) Estimated Wetland Footprint (acre) 1 0.90 0.41 2 0.71 0.33 3 0.42 0.27 4 0.74 0.39 5 0.67 0.27 6 2.02 0.64 7 0.35 0.15 8 2.82 0.90 9 0.11 0.35 10 0.50 0.67 11 0.83 0.46 12 1.33 0.40 A Infiltration Basins The infiltration basins consist of a layer of filter sand over a layer of gravel placed on the subgrade soil beneath the surface of the golf course fairway. The gravel layer, which transmits water to the native soil, is much larger in surface area than the sand filter. The portion of the gravel layer outside of the sand filter is covered by native soil and golf course turf. Filter fabric is placed between the layers to prevent migration of fines into the coarser media, which could impair infiltration capacity. This concept is shown on Figure 7. TG02.RPT -11- 059-17 1. Gravel Lay The gravel layer will be 1.5 feet thick and will consist of cobble and gravel materials conforming to the following gradation: Sieve Size Percent Passim 3" 100 2" 90- 100 1 1/2" 50- 100 1" 5-40 3/4" 0- 15 3/8" 0 - 15 It is currently anticipated that the specified material will be developed on site. The area of the gravel layer determines the total infiltration or discharge from the basin. The area of the gravel layer for each of the basins was determine to meet the established freeboard and drain time criteria described in later paragraphs. 2. Sand Filter The sand filter material will be 2.5 feet thick and will consist of washed No. 12 silica sand conforming to the following gradation: Sieve Size Percent Passim No. 4 100 No. 8 96- 100 No. 16 5- 15 No. 30 0- 10 No. 50 0 - 10 TG02.RPT -12- 059-17 Sieve Size Percent Passim No. 100 0 -5 No. 200 0- 1 The No. 12 silica sand is readily available at Corona Industrial Sand, Corona, California. Based on the test program, the sand filter area should be 11 percent of the required infiltration or gravel layer area. 3. Filter Fabric The filter fabric material will be a nonwoven fabric, type 140N as manufactured by Mirafi or equal. The permeability of the filter fabric will be equal or greater than 0.2 centimeter per second and the water flow rate will be 285 gpm per square foot or greater. 4. Freeboard The infiltration basins will be designed to provide three feet of freeboard from the peak 100 -year water surface elevation to the lowest adjacent pad elevation. 5. Basin Drain Time The sand and gravel areas will be sized so that the basins drain in a reasonable amount of time to allow golf play to resume. The infiltration system will be tested with a multi -day storm. TG02.RPT -13- 059.17 6. Locations, Storage Volumes, Gravel Areas and Sand Areas The infiltration basins have been incorporated into the golf course fairways. The golf course fairways will be excavated below grade, creating basins for flood storage. The sand and gravel infiltration areas will generally be located in the lower areas of the fairways. Their locations are shown on Figure 3. The required storage volume, gravel area and sand area for each of the infiltration basins is shown in Table 2. Table 2. Infiltration Basins Infiltration Basin Storage Volume (acre -ft) Gravel Area (acre) Sand Area (acre) 1 15 1.6 0.18 2 5 0.7 0.08 3 40 3.6 0.40 4 11 1.6 0.18 5 8 1.4 0.17 6 18 3.0 0.33 7 17 1.2 0.13 8 2 0.2 0.02 9 7 1 0.9 0.10 E. Hydraulic Analysis for Failure Mode Scenario With the 100 -year design storm, there will be no overpour from basin to basin or discharge from the site. However, in order to provide an added level of protection, the performance of the flood TG02.RPT -14- 059-17 control system has been analyzed for a failure mode scenario. The failure mode assumes that the infiltration capacity of the basins is reduced to zero. Under this very extreme scenario, the only discharge from the basins would be overpour between basins and overpour to "A" Street. To accommodate the failure mode scenario and very large infrequent storms, the golf course will be graded so that overpour from one infiltration basin will flow into the adjacent downstream infiltration basin. The most downstream basin, Basin 6, will overpour into A Street. With the failure mode scenario, the adjacent pad elevations will be above the peak 100 -year water surface elevation. The overpour into "A" Street will be collected with a catchbasin or other type of inlet and directed into a storm drain that will connect with the San Sevaine Creek system. This storm drain will be constructed as part of the final phase of development. The sizing of the storm drain will be based on routing 100 -year, 24-hour hydrographs through the basins assuming zero infiltration with the only discharge being overpour from basin to basin. The off-site area north of Summit Avenue and west of Sierra Avenue was not included in the failure scenario since it will ultimately be connected to the San Sevaine Creek system directly. TG02.RPT -15- 059.17 IV. MAINTENANCE AND MONITORING Maintenance and monitoring are important to ensure the proper functioning of the Integrated System. Due to the importance of the maintenance and monitoring, Exhibit P - Maintenance Program for Infiltration/Recharge System was prepared and included with the development agreement. Exhibit P outlines the various maintenance activities as well as the responsible parties. Exhibit P will be followed to ensure proper functioning of the system. TG02.RPT -16- 059-17 V. FIGURES TG02.RPT -1 ]- 059-17 San Gabriel Mountains \�\\\0 �12 Duncan nyon Ro Summit -44 i V i Curtis V Avenue a 3 a v Highland Q, CITY OF FONTANA Avenue Walnut ':�A e CITY OF RIALTO Proposed Freeway venue TAKEN FROM: SIERRA LAKES SPECIFIC PLAN PREPARED BY TURRINI & BRINK SIERRA LAKES DATE 8-95 n NTS LOCATION MAP FIGURE 6�J20HN M TETTEMER &ASSOCIATES, JCL EMEERINQ MANAGEMENT PLANNING 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 r� VEI1JOtIN M,TETTEMCR & A550CATE� LTa GINEERIf1G MANAGEMENT PLANNItiG 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 SIERRA LAKES LAND USE PLAN DATE 8-95 FIGURE 2 O­N�' 7. 7, :7- jiI 9 MY t 4" 6 113 n 1,Well "N a Le, T Av��s ;P OFF—WE AREA WEST OF Sl� VENQE ANDIN.-O .Rg)( A 5 OF. SUMMITT AVENIA Iv ROAD :. ./ = -?- z.. 7, q 1 74 04 ITE AR EA'OF �T, S11EfkRA AV - -------- - - AVE ------- ]I-C,ty to2 PROJECT SITE ==.= W1. %L Q 1well SIX 2000 kN W F � ' 't t 1000 4000 FEET SIERRA LAKES DATE 8-95 JOHN K TETTEMER & A550CLATEf4 LTD OFF—SITE DRAINAGE AREAS FIGURE 'q� .conn MANAGEMENT PLANNINQ 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 4 A 1 I 1 1 I STORM DRAIN PIPE DIVERSION STRUCTURE FIRST FLUSH DIVERSION PIPE OUTLET SWALE \' UNDERGROUND LIMITS OF INFILTRATION AREA WATER QUALITY WETLAND WATER QUAUTY WETLAND AND SAND PERCOLATION BED TYPICAL PLAN CATCH BASIN STORM DRAIN PIPE DIVERSION STRUCTURE FIRST FLUSH DIVERSION PIPE - TO WATER QUALITY WETLAND .A 0 SURFACE LIMITS OF SAND FILTER AREA WATER DUALITY WETLAND MAXIMUM WATER SURFACE ELEVATION SECTION A -A N.T.S. STORM DRAIN OUTLET STRUCTURE A STORM DRAIN OUTLET CONDIUT FIRST FLUSH DIVERSION CONDUIT Qtoo i WATER QUALITY WETLAND Qft� A' �— Q too TO GOLF COURSE B PLAN N.T.S. Q too HGL RISING WATER LEVEL Off 0 PEAK STAGE IN WETLAND r— Q ff HGL WHERE Off = 0 —i I Off SECTION A -A' N.T.S. SECTION A -B N.T.S. VALVE OR FLAP GATE SYMBOLS Q too = 100—YEAR PEAK FLOW Q ff =FIRST FLUSH FLOW Qtoo HGL = 100—YEAR PEAK HYDRAULIC GRADE LINE Off HGL = FIRST FLUSH FLOW HYDRAULIC GRADE LINE SUPAACE G IWITS O"" SA�t/O F/C TER .QREA _ _ E,PGROU�t/O L /t/J/TS OF 144CIC TR.4T/ON ,101147/y V/EGA/ A/T,s 7612FCP GOOF COURSE SU,8GR.40E SO/G F/�TE�P F,4B,P/C C 1AIIA4G 30 �Ti�1/CK 6,9iU0 F/4TE2 F/C TER FRBR/C L /it//NG O(/Fk GR,461E"1- CAYEQ 16"T.41/0K G,PAI/FC C A VE,P TV1io/C,4L SECT/OA/ ,q-� VI. APPENDIX TG02.RPT -18- 059-17 Summary Tables TG02.RP'r 059-17 T (D T (D In O) (D O O O CD Ln L6 N t` CV 6 N t,: N CA 4-- iISL I T LO T N T In T � } co O O T M N M CO 't m O d' 0 Y N O O T t� 0) N r^ r N0) = CO V) T CD O (D N (D CO LO M In m In CD m �! In CO M O CO tl- M M N O m T O 11 T T M T O T Ln (jf O O O O O O O O O T W - W (A Q O�OCDIt O N O (D D N NN C T O M T T M T O O T LL CU i- Q Y- O O O O O O O O O O O N r — — �_• C'sN 11) (D 0 (D M (D LO In M Ln In V' L1J O O O O O O O O O > 4:' -E' a � LO T 0 T (D T co T w T 0 T LO U) T T T C G w W >}� CD 0 LL LL CC LL i� i Lo j � n1 WU_ `V LL •\V LL � (j •lV LL LL LL To- J T- dS T od L .0 T 06 i t j T 0606 M T N T T- o O O O O O O O O O ZO T O N O M O d' O to O (D O h O M O CA I C 0 co m T N M 0F - John M. Tettemer & Associates, Ltd. Sierra Lakes Infiltration Basins Stage/Storage Tables slbsn.wk3 11 -Aug -95 Node 1000 Elevation ft Area ac Volume ac -ft 1572 0.24 0.00 1574 0.99 1.23 1576 1.58 3.80 1578 2.25 7.63 1580 2.94 12.82 1582 4.06 19.82 slbsn.wk3 11 -Aug -95 Node 2000 Elevation ft Area ac Volume ac -ft 1604 0.46 0.00 1.606 0.73 1.19 1608 1.02 2.94 1610 1.32 5.28 1612 1.68 8.28 1614 2.16 12.12 slbsn.wk3 11 -Aug -95 Node 3000 Elevation ft Area ac Volume ac -ft 1588 0.39 0.00 1590 2.09 2.48 1592 2.72 7.29 1594 3.55 13.56 1596 4.44 21.55 1598 5.27 31.26 1600 6.23 42.76 1602 7.23 56.22 1604 8.58 72.03 slbsn.wk3 11 -Aug -95 Node 4000 Elevation ft Area ac Volume ac-ft 1620 0.46 0.00 1.622 0.84 1.30 1624 1.42 3.56 1626 2.33 7.31 1628 3.83 13.47 1630 5.291 22.59 slbsn.wk3 11 -Aug -95 Node 5000 Elevation ft Area ac Volume ac-ft 1578 0.15 0.00 1580 0.21 0.36 1582 0.28 0.85 1584 0.41 1.54 1586 1.06 3.01 1588 1.35 5.42 1590 1.78 8.55 1592 2.26 12.59 slbsn.wk3 11 -Aug -95 Node 10 Elevation ft Area ac Volume ac-ft 1542 0.07 0.00 1544 0.22 0.29 1546 0.52 1.03 1548 0.99 2.54 1550 1.39 4.92 Node 6000 Elevation ft Area ac Volume ac-ft 1522 0.46 0.00 1524 0.86 1.32 1526 1.65 3.83 1528 2.26 7.74 1530 2.82 12.82 15321 3.361 19.00 15341 2.91 27.84 Node 7000 Elevation Area Volume ft ac ac-ft 1540 0.22 0.00 1542 0.63 0.85 1544 0.76 2.24 1546 1.47 4.47 1548 2.48 8.42 15501 2.91 13.81 15521 3.63 20.35 Node 8000 Elevation ft Area ac Volume ac-ft 1562 0.20 0.00 1564 0.52 0.72 1566 0.76 2.00 1568 1.05 3.61- 1,5701 1.401 6.26 Node 9000 Elevation ft Area ac Volume ac-ft 1534 0.36 0.00 1536 0.56 0.92 1538 1.10 2.58 1540 1.47 5.15 1542 2.15 8.77 John M. Tettemer & Associates, Ltd. Sierra Lakes Single Day Storm (24 -Hour Rainfall = 9.90) Subarea Area Lag (hr) Ybar Fm (ac) (sq mi) (in/hr) (in/5 min) 1 87.0 0.14 0.250 0.381 0.443 0.0369 2 30.6 0.05 0.250 0.440 0.516 0.0430 3 40.2 0.06 0.250 0.475 0.561 0.0468 4 70.8 0.11 0.250 0.364 0.423 0.0353 5 61.8 0.10 0.250 0.256 0.288 0.0240 10 28.1 0.04 0.200 0.349 0.404 0.0337 6 106.0 0.17 0.267 0.332 0.383 0.0319 8 16.3 0.03 0.250 0.561 0.668 0.0557 9 43.3 0.07 0.250 0.418 0.490 0.0408 7 73.5 0.11 0.250 0.273 0.310 0.0258 OS 442.0 0.69 0.500 0.788 0.658 0.0548 First Day of Two -Day Storm (24 -Hour Rainfall = 3.56) Subarea Area Lag (hr) Ybar Fm (ac) (sq mi) (in/hr) (in/5 min) 1 87.0 0.14 0.250 0.579 0.443 0.0369 2 30.6 0.05 0.250 0.664 0.516 0.0430 3 40.2 0.06 0.250 0.715 0.561 0.0468 4 70.8 0.11 0.250 0.555 0.423 0.0353 5 61.8 0.10 0.250 0.399 0.288 0.0240 10 28.1 0.04 0.200 0.533 0.404 0.0337 6 106.0 0.17 0.267 0.509 0.383 0.0319 8 16.3 0.03 0.250 0.839 0.668 0.0557 9 43.3 0.07 0.250 0.632 0.490 0.0408 7 73.5 0.11 0.250 0.424 0.310 0.0258 OS 442.0 0.69 0.500 0.996 0.658 0.0548 tables.wk3 11 -Aug -95 Loss Rates TG02.RPT 059-17 wwwwwwwwwwwwwwwwwww,twwwwwwwwwwwwwwwww*wwwwwwwwwwwwwwwww*,twwwwwwwww*w,twwwww*w NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 11:43 8/10/1995 ---------------------------------------------------------------------------- wwwwwwwwwwwwwwwwwwwwwwwwww DESCRIPTION OF STUDY wwwwwww*www*wwwwwww*****ww * SUBAREA 1 * 24 -HR STORM w w w wwwwwwwwwwwwwwwwwwwwwwww***************wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 13.40 90.00 52.( 32.) .742 .439 2 56.00 50.00 52.( 32.) .742 .677 3 5.40 85.00 52.( 32.) .742 .469 4 12.20 60.00 52.( 32.) .742 .618 TOTAL AREA (Acres) = 87.00 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .443 AREA -AVERAGED LOW LOSS FRACTION, Y = .381 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite 4-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:27 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 1 * 48 -HR STORM * * *******##*#********#*****#**************#***#******#**#*#***#*********##** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 13.40 90.00 52.( 32.) .742 .161 2 56.00 50.00 52.( 32.) .742 .505 3 5.40 85.00 52.( 32.) .742 .204 4 12.20 60.00 52.( 32.) .742 .419 TOTAL AREA (Acres) = 87.00 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .443 AREA -AVERAGED LOW LOSS FRACTION, Y = .579 xxxxxxxxx*xxxxxxxxxxxx***xxxxxxx*************xxxx*xxx****xx*x*xxxxxxxxxxxxx* NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite a-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 --------------------------------------- ---------------- TIME/DATE OF STUDY: 11:17 8/10/1995 ------------------------------------------------------------------------ ************'`************* DESCRIPTION OF STUDY *******************xxxxxxx * SUBAREA 2 * 24 HR STORM x * *x**xxxxxxxxxxxxxxxxxxxxx,txxxxxx***xxxxxxxxxxxxx**x***xxxxxx***xxxxxxx*xxx *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 15.00 90.00 52.( 32.) .742 .439 2 15.60 50.00 52.( 32.) .742 .677 TOTAL AREA (Acres) = 30.60 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .516 AREA -AVERAGED LOW LOSS FRACTION, Y = .440 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 11:30 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 2 * 48 -HR STORM * * ****###******#********#****##****#**#**#*#*##*****#*#*####*****#********** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF TYPE (Acres) PERVIOUS AREA 1 15.00 90.00 2 15.60 50.00 TOTAL AREA (Acres) = 30.60 AREA -AVERAGED LOSS RATE, Fm (in./hr.) = SCS CURVE LOSS RATE NUMBER Fp(in./hr.) YIELD 52.( 32.) .742 .161 52.( 32.) .742 .505 AREA -AVERAGED LOW LOSS FRACTION, Y = .664 .516 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer 8 Associates, Ltd. 3151 Airway Avenue, Suite 0-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 10:58 8/10/1995 ---------------------------------------------------------------------------- #**********************#** DESCRIPTION OF STUDY ***######********#****#*** * SUBAREA 3 * DEVELOPED PORTION * 24 HR STORM ******###*****************#*********************************************** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 25.70 90.00 52.( 32.) .742 .439 2 14.50 50.00 52.( 32.) .742 .677 TOTAL AREA (Acres) = 40.20 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .561 AREA -AVERAGED LOW LOSS FRACTION, Y = .475 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 11:37 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 3 * DEVELOPED PORTION * 48 -HR STORM ************************************************************************** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 25.70 90.00 52.( 32.) .742 .161 2 14.50 50.00 52.( 32.) .742 .505 TOTAL AREA (Acres) = 40.20 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .561 AREA -AVERAGED LOW LOSS FRACTION, Y = .715 **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:29 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 3 * UNDEVELOPED OFFSITE AREA * 24 -HR STORM ************************************************************************** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 10.50 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 442.00 100.00 38. .936 .212 TOTAL AREA (Acres) = 442.00 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .936 AREA -AVERAGED LOW LOSS FRACTION, Y = .788 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:47 8/10/1995 ------------------------------------------------------------- - ------ *+++++*+***+++++++++++++++ DESCRIPTION OF STUDY *++++++++*++++++++++++**+* * SUBAREA 3 * UNDEVELOPED OFFSITE AREA * 48 -HR STORM ++++++++++*++++++++++++++++++*++++++*++++++++++++++++++++*++++++++++++++*+ *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.78 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 442.00 100.00 38. .936 .004 TOTAL AREA (Acres) = 442.00 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .936 AREA -AVERAGED LOW LOSS FRACTION, Y = .996 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer $ Associates, Ltd. 3151 Airway Avenue, Suite o-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 11:46 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 3 * UNDEVELOPED OFFSITE AREA * 24 -HR STORM #*#**#####*#***#***#***##*####**###*********##****#*#*#***##*#*****#*###** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 10.50 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 442.00 100.00 58.( 38.) .658 .479 TOTAL AREA (Acres) = 442.00 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .658 AREA -AVERAGED LOW LOSS FRACTION, Y = .521 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:44 8/10/1995 ----------------------------------------------- - ----------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 3 * UNDEVELOPED OFFSITE AREA * 48 -HR STORM ************************************************************************** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.78 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 442.00 100.00 58.( 38.) .658 .150 TOTAL AREA (Acres) = 442.00 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .658 AREA -AVERAGED LOW LOSS FRACTION, Y = .850 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 11:49 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 4 * 24 -HR STORM * * **##**#***************##*********#*******#**##******####****#********###** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 12.30 90.00 52.( 32.) .742 .439 2 58.50 50.00 52.( 32.) .742 .677 TOTAL AREA (Acres) = 70.80 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .423 AREA -AVERAGED LOW LOSS FRACTION, Y = .364 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:31 8/10/1995 ---------------------------------------------------------------------------- ****,t**********,t**,r******* DESCRIPTION OF STUDY * SUBAREA 4 * 48 -HR STORM * * *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 12.30 90.00 52.( 32.) .742 .161 2 58.50 50.00 52.( 32.) .742 .505 TOTAL AREA (Acres) = 70.80 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .423 AREA -AVERAGED LOW LOSS FRACTION, Y = .555 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 11:51 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 5 * 24 -HR STORM * * ****##**#**#*********###*******#*#*##*****#*********##***#*###******###*** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 13.30 90.00 52.( 32.) .742 .439 2 17.90 50.00 52.( 32.) .742 .677 3 30.60 10.00 52.( 32.) .742 .916 TOTAL AREA (Acres) = 61.80 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .288 AREA -AVERAGED LOW LOSS FRACTION, Y = .256 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite 0-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:33 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 5 * 48 -HR STORM * * r,r*,r,t*,t*****,t,►,r***,r****,r,r*,t****,r**** **,r********,+**********,t*** **,t*****rt*** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 13.30 90.00 52.( 32.) .742 .161 2 17.90 50.00 52.( 32.) .742 .505 3 30.60 10.00 52.( 32.) .742 .848 TOTAL AREA (Acres) = 61.80 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .288 AREA -AVERAGED LOW LOSS FRACTION, Y = .399 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite o-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:15 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 7 * 24 -HR STORM * * *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 15.80 90.00 52.( 32.) .742 .439 2 17.80 50.00 52.( 32.) .742 .677 3 35.80 20.00 52.( 32.) .742 .856 4 4.10 10.00 52.( 32.) .742 .916 TOTAL AREA (Acres) = 73.50 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .310 AREA -AVERAGED LOW LOSS FRACTION, Y = .273 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by; John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:35 8/10/1995 ---------------------------------------------------------------------------- #*#*####*#############**#rr DESCRIPTION OF STUDY *#########**#*#******##### * SUBAREA 7 * 48 -HR STORM # * *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 15.80 90.00 52.( 32.) .742 .161 2 17.80 50.00 52.( 32.) .742 .505 3 35.80 20.00 52.( 32.) .742 .763 4 4.10 10.00 52.( 32.) .742 .848 TOTAL AREA (Acres) = 73.50 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .310 AREA -AVERAGED LOW LOSS FRACTION, Y = .424 **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:36 8/10/1995 --- -- ------- - -------------------------------------------------------- +*+++++++++++++++++++++++* DESCRIPTION OF STUDY ++*++++++*++*+*++++*++*+*+ * SUBAREA 8 * 48 -HR STORM + *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 16.30 90.00 52.( 32.) .742 .161 TOTAL AREA (Acres) = 16.30 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .668 AREA -AVERAGED LOW LOSS FRACTION, Y = .839 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:17 8/10/1995 ---------------------------------------------------------------------------- *************##*********** DESCRIPTION OF STUDY #********#**************** * SUBAREA 8 * 24 -HR STORK * # *******************************#****************************************** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 16.30 90.00 52.( 32.) .742 .439 TOTAL AREA (Acres) = 16.30 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .668 AREA -AVERAGED LOW LOSS FRACTION, Y = .561 NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite 4-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ------------------------------------------------------ --------------------- TIME/DATE OF STUDY: 13:19 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY **********####**#***#***** * SUBAREA 9 * 24 -HR STORM * * ************************************************************************** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 17.30 90.00 52.( 32.) .742 .439 2 26.00 50.00 52.( 32.) .742 .677 TOTAL AREA (Acres) = 43.30 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .490 AREA -AVERAGED LOW LOSS FRACTION, Y = .418 **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 13:37 8/10/1995 ---------------------------------------------------------------------------- ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 9 * 48 -HR STORM * * ************************************************************************** *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 17.30 90.00 52.( 32.) .742 .161 2 26.00 50.00 52.( 32.) .742 .505 TOTAL AREA (Acres) = 43.30 AREA -AVERAGED LOSS RATE, Fm (in./hr.) _ .490 AREA -AVERAGED LOW LOSS FRACTION, Y = .632 Infiltration Basin Routing Output TG02.RPT 059-17 NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 1 F L 0 0 D R 0 U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 1 - BASIN A * NODE 1000 * * ************************************************************************** FILE NAME: SL\NODE1000.DAT TIME/DATE OF STUDY: 15:10 8/10/1995 **************************************************************************** FLOW PROCESS FROM NODE 1000.00 TO NODE 1000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 87.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .443 LOW LOSS FRACTION = .381 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .996 30 -MINUTE FACTOR = .996 1 -HOUR FACTOR = .996 3 -HOUR FACTOR = .999 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ---------------------------------------------------------------------------- 1 2.170 22.833 2 13.591 120.170 3 35.448 229.970 4 62.910 288.934 5 82.281 203.821 6 91.877 100.966 7 96.496 48.600 8 98.279 18.754 9 98.906 6.603 10 99.440 5.619 11 99.776 3.533 12 99.944 1.766 13 100.000 .589 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 3.55 TOTAL EFFECTIVE RAINFALL(INCHES) = 6.35 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 25.7125 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 46.0261 ----- ------------------------------- NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 3 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H ------------------------------ HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) --------------7------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 75.0 150.0 225.0 300.0 ---------------------------------------------------------------------------- 15.583 24.8705 41.41 Q V 15.667 25.1458 39.98 Q .V 15.750 25.4227 40.20 Q V 15.833 25.7158 42.56 Q V 15.917 26.0403 47.11 Q V 16.000 26.4315 56.81 Q V 16.083 27.0066 83.51 .Q V 16.167 27.9960 143.66 Q. V 16.250 29.3720 199.80 . VQ 16.333 30.8693 217.40 V Q . 16.417 32.0003 164.22 .Q V 16.500 32.7238 105.05 Q V . 16.583 33.2256 72.85 Q. V . 16.667 33.6061 55.26 Q V. 16.750 33.9308 47.14 Q V. 16.833 34.2342 44.06 Q V. 16.917 34.5145 40.70 Q V. 17.000 34.7740 37.68 Q V FLOW PROCESS FROM NODE 1000.00 TO NODE 1000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS<< < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 87.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .443 LOW LOSS FRACTION = .579 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .996 30 -MINUTE FACTOR = .996 1 -HOUR FACTOR = .996 3 -HOUR FACTOR = .999 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NOOE1000.OUT Thursday, August 10, 1995 3:42 pm Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UNIT HYDROGRAPH DETERMINATION ------------------------------------------ INTERVAL "S" GRAPH --------------------------------- UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 22.833 2 13.591 120.170 3 35.448 229.970 4 62.910 288.934 5 82.281 203.821 6 91.877 100.966 7 96.496 48.600 8 98.279 18.754 9 98.906 6.603 10 99.440 5.619 11 99.776 3.533 12 99.944 1.766 13 100.000 .589 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 1.98 TOTAL EFFECTIVE RAINFALL(INCHES) = 1.58 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 14.3283 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 11.4712 ---------------------------------------------------------------------------- NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 5 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 17.5 35.0 52.5 70.0 15.583 6.0843 9.57 Q .V 41.4 15.667 6.1481 9.26 Q .V 40.2 15.750 6.2124 9.34 Q .V 47.1 15.833 6.2812 9.98 Q .V 83.5 15.917 6.3580 11.15 Q V 199.8 16.000 6.4492 13.24 Q V 164.2 16.083 6.5861 19.87 .Q V 72.9 16.167 6.8465 37.82 40.750 .Q V 47.1 16.250 7.2321 55.99 40.916 .0 V Q 16.333 7.6697 63.54 V Q 16.417 7.9978 47.63 Q 16.500 8.1985 29.15 Q V . 16.583 8.3310 19.23 0 V. 16.667 8.4253 13.70 Q V. 16.750 8.5024 11.19 Q V. 16.833 8.5739 10.39 Q V. 16.917 8.6393 9.49 Q V 17.000 8.6991 8.69 Q V FLOW PROCESS FROM NODE 1000.00 TO NODE 1000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 42.5 39.583 .0 41.4 39.667 .0 40.0 39.750 .0 40.2 39.833 .0 42.6 39.917 .0 47.1 40.000 .0 56.8 40.083 .0 83.5 40.166 .0 143.7 40.250 .0 199.8 40.333 .0 217.4 40.416 .0 164.2 40.500 .0 105.1 40.583 .0 72.9 40.666 .0 55.3 40.750 .0 47.1 40.833 .0 44.1 40.916 .0 40.7 41.000 .0 37.7 # #*****,e****,e,r«*****,r*,r,r***,r**,r*,r,r*,r**rr,r*******«**,r**,�*,r,►***#* �***,+,+*,r****** FLOW PROCESS FROM NODE 1000.00 TO NODE 1000.00 IS CODE = 7 -----=-------------------------------------------------------------- - ------ »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE 1000. OUT Thursday, August 10, 1995 3:42 pm Page 6 FLOW PROCESS FROM NODE 1000.00 TO NODE 1000.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN RO(JTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) _ .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) _ .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 5.70 .100 3 2.00 8.00 1.430 4 4.00 13.40 4.610 5 6.00 19.20 9.540 6 8.00 19.21 16.500 7 10.00 19.22 28.080 8 12.00 19.23 47.710 INFLOW (STREAM 1) Veffective depth ----------- r (and volume) INFLOW VI........ detention <--> outflow basin ....... (CFS) deadbasin outlet V storage OUTFLOW (STREAM 1) -------------------------------------- BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 3.4 .48 6.2 .366 24.083 .000 3.7 .46 6.1 .349 24.167 .000 4.8 .44 6.1 .340 24.250 .000 7.1 .45 6.1 .347 24.333 .000 10.0 .49 6.1 .373 24.417 .000 12.0 .55 6.2 .413 24.500 .000 13.1 .61 6.3 .460 24.583 .000 13.6 .69 6.4 .510 24.667 .000 13.8 .76 6.5 .560 24.750 .000 13.9 .83 6.5 .611 24.833 .000 14.0 .90 6.6 .661 24.917 .000 14.0 .97 6.7 .711 25.000 .000 14.1 1.04 6.8 .761 NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 7 25.083 .000 14.1 1.12 6.9 .811 25.167 .000 14.1 1.19 7.0 .860 25.250 .000 14.2 1.26 7.1 .909 25.333 .000 14.2 1.33 7.1 .958 25.417 .000 14.2 1.39 7.2 1.006 25.500 .000 14.3 1.46 7.3 1.054 25.583 .000 14.3 1.53 7.4 1.101 25.667 .000 14.3 1.60 7.5 1.148 25.750 .000 14.3 1.66 7.6 1.195 25.833 .000 14.4 1.73 7.6 1.242 25.917 .000 14.4 1.80 7.7 1.288 26.000 .000 14.4 1.86 7.8 1.334 26.083 .000 14.5 1.93 7.9 1.379 26.167 .000 14.5 1.99 8.0 1.424 26.250 .000 14.5 2.02 8.0 1.469 26.333 .000 14.6 2.05 8.1 1.514 26.417 .000 14.6 2.08 8.2 1.558 26.500 .000 14.6 2.11 8.3 1.602 26.583 .000 14.7 2.14 8.3 1.645 26.667 .000 14.7 2.16 8.4 1.689 26.750 .000 14.7 2.19 8.5 1.732 26.833 .000 14.8 2.22 8.5 1.775 26.917 .000 14.8 2.24 8.6 1.817 27.000 .000 14.8 2.27 8.7 1.860 27.083 .000 14.9 2.30 8.8 1.902 27.167 .000 14.9 2.32 8.8 1.944 27.250 .000 15.0 2.35 8.9 1.985 27.333 .000 15.0 2.38 9.0 2.027 27.417 .000 15.0 2.40 9.0 2.068 27.500 .000 15.1 2.43 9.1 2.109 27.583 .000 15.1 2.45 9.2 2.150 27.667 .000 15.1 2.48 9.3 2.190 27.750 .000 15.2 2.50 9.3 2.230 27.833 .000 15.2 2.53 9.4 2.270 27.917 .000 15.3 2.55 9.5 2.310 28.000 .000 15.3 2.58 9.5 2.350 28.083 .000 15.3 2.60 9.6 2.389 28.167 .000 15.4 2.63 9.7 2.429 28.250 .000 15.4 2.65 9.7 2.468 28.333 .000 15.5 2.68 9.8 2.507 28.417 .000 15.5 2.70 9.9 2.546 28.500 .000 15.5 2.73 9.9 2.584 28.583 .000 15.6 2.75 10.0 2.623 28.667 .000 15.6 2.77 10.1 2.661 28.750 .000 15.7 2.80 10.1 2.699 28.833 .000 15.7 2.82 10.2 2.737 28.917 .000 15.7 2.85 10.3 2.775 29.000 .000 15.8 2.87 10.3 2.813 29.083 .000 15.8 2.89 10.4 2.850 29.167 .000 15.9 2.92 10.4 2.888 29.250 .000 15.9 2.94 10.5 2.925 29.333 .000 16.0 2.96 10.6 2.962 29.417 .000 16.0 2.99 10.6 2.999 29.500 .000 16.1 3.01 10.7 3.036 29.583 .000 16.1 3.03 10.8 3.073 29.667 .000 16.2 3.06 10.8 3.110 29.750 .000 16.2 3.08 10.9 3.147 29.833 .000 16.3 3.10 10.9 3.183 29.917 .000 16.3 3.13 11.0 3.220 30.000 .000 16.4 3.15 11.1 3.256 30.083 .000 16.4 3.17 11.1 3.293 30.167 .000 16.5 3.19 11.2 3.329 30.250 .000 16.5 3.22 11.3 3.365 30.333 .000 16.6 3.24 11.3 3.401 30.417 .000 16.6 3.26 11.4 3.437 30.500 .000 16.7 3.29 11.4 3.473 30.583 .000 16.7 3.31 11.5 3.509 30.667 .000 16.8 3.33 11.6 3.545 30.750 .000 16.8 3.35 11.6 3.581 NODE1000.0UT Thursday, August 10, 1995 3:42 pm Page 8 30.833 .000 16.9 3.38 11.7 3.617 30.917 .000 16.9 3.40 11.7 3.653 31.000 .000 17.0 3.42 11.8 3.689 31.083 .000 17.1 3.44 11.9 3.725 31.167 .000 17.1 3.47 11.9 3.760 31.250 .000 17.2 3.49 12.0 3.796 31.333 .000 17.2 3.51 12.0 3.832 31.417 .000 17.3 3.53 12.1 3.868 31.500 .000 17.4 3.56 12.2 3.904 31.583 .000 17.4 3.58 12.2 3.939 31.667 .000 17.5 3.60 12.3 3.975 31.750 .000 17.6 3.62 12.4 4.011 31.833 .000 17.6 3.65 12.4 4.047 31.917 .000 17.7 3.67 12.5 4.083 32.000 .000 17.8 3.69 12.5 4.119 32.083 .000 17.8 3.71 12.6 4.155 32.167 .000 17.9 3.74 12.7 4.191 32.250 .000 18.0 3.76 12.7 4.227 32.333 .000 18.0 3.78 12.8 4.263 32.417 .000 18.1 3.80 12.8 4.300 32.500 .000 18.2 3.83 12.9 4.336 32.583 .000 18.3 3.85 13.0 4.372 32.667 .000 18.3 3.87 13.0 4.409 32.750 .000 18.4 3.90 13.1 4.445 32.833 .000 18.5 3.92 13.2 4.482 32.917 .000 18.6 3.94 13.2 4.519 33.000 .000 18.6 3.97 13.3 4.556 33.083 .000 18.7 3.99 13.3 4.593 33.167 .000 18.8 4.01 13.4 4.630 33.250 .000 18.9 4.02 13.4 4.668 33.333 .000 19.0 4.04 13.5 4.706 33.417 .000 19.1 4.05 13.5 4.744 33.500 .000 19.2 4.07 13.6 4.782 33.583 .000 19.2 4.09 13.6 4.821 33.667 .000 19.3 4.10 13.7 4.860 33.750 .000 19.4 4.12 13.7 4.899 33.833 .000 19.5 4.13 13.8 4.939 33.917 .000 19.6 4.15 13.8 4.979 34.000 .000 19.7 4.17 13.9 5.019 34.083 .000 19.8 4.18 13.9 5.060 34.167 .000 19.9 4.20 14.0 5.101 34.250 .000 20.0 4.22 14.0 5.143 34.333 .000 20.1 4.23 14.1 5.184 34.417 .000 20.2 4.25 14.1 5.227 34.500 .000 20.3 4.27 14.2 5.269 34.583 .000 20.5 4.28 14.2 5.312 34.667 .000 20.6 4.30 14.3 5.356 34.750 .000 20.7 4.32 14.3 5.400 34.833 .000 20.8 4.34 14.4 5.444 34.917 .000 20.9 4.36 14.4 5.489 35.000 .000 21.1 4.38 14.5 5.535 35.083 .000 21.2 4.39 14.5 5.581 35.167 .000 21.3 4.41 14.6 5.627 35.250 .000 21.4 4.43 14.6 5.674 35.333 .000 21.6 4.45 14.7 5.722 35.417 .000 21.7 4.47 14.7 5.770 35.500 .000 21.9 4.49 14.8 5.818 35.583 .000 22.0 4.51 14.9 5.868 35.667 .000 22.2 4.53 14.9 5.918 35.750 .000 22.3 4.55 15.0 5.968 35.833 .000 22.5 4.57 15.0 6.019 35.917 .000 22.6 4.59 15.1 6.071 36.000 .000 22.8 4.61 15.2 6.124 36.083 .000 22.9 4.64 15.2 6.177 36.167 .000 22.7 4.66 15.3 6.228 36.250 .000 22.2 4.68 15.3 6.275 36.333 .000 21.5 4.69 15.4 6.317 36.417 .000 21.1 4.71 15.4 6.356 36.500 .000 21.0 4.72 15.5 6.394 NOOE1000.OUT Thursday, August 10, 1995 3:42 pm Page 9 36.583 .000 21.0 4.74 15.5 6.432 36.667 .000 21.2 4.75 15.6 6.471 36.750 .000 21.4 4.77 15.6 6.511 36.833 .000 21.6 4.79 15.7 6.552 36.917 .000 21.9 4.81 15.7 6.595 37.000 .000 22.1 4.82 15.8 6.638 37.083 .000 22.4 4.84 15.8 6.684 37.167 .000 22.7 4.86 15.9 6.730 37.250 .000 22.9 4.88 15.9 6.779 37.333 .000 23.2 4.90 16.0 6.829 37.417 .000 23.5 4.92 16.0 6.880 37.500 .000 23.9 4.94 16.1 6.934 37.583 .000 24.2 4.97 16.2 6.989 37.667 .000 24.5 4.99 16.2 7.046 37.750 .000 24.9 5.01 16.3 7.105 37.833 .000 25.3 5.04 16.4 7.167 37.917 .000 25.7 5.06 16.4 7.230 38.000 .000 26.1 5.09 16.5 7.297 38.083 .000 26.6 5.12 16.6 7.366 38.167 .000 27.4 5.15 16.7 7.439 38.250 .000 28.5 5.18 16.8 7.520 38.333 .000 29.7 5.22 16.9 7.608 38.417 .000 30.8 5.25 17.0 7.703 38.500 .000 31.6 5.30 17.1 7.804 38.583 .000 32.4 5.34 17.2 7.908 38.667 .000 33.1 5.38 17.3 8.016 38.750 .000 33.8 5.43 17.5 8.129 38.833 .000 34.6 5.48 17.6 8.246 38.917 .000 35.5 5.52 17.7 8.368 39.000 .000 36.4 5.58 17.9 8.496 39.083 .000 37.4 5.63 18.0 8.629 39.167 .000 38.5 5.69 18.2 8.769 39.250 .000 39.7 5.75 18.4 8.915 39.333 .000 41.1 5.81 18.6 9.071 39.417 .000 42.3 5.88 18.7 9.233 39.500 .000 42.5 5.94 18.9 9.395 39.583 .000 41.4 6.00 19.1 9.549 39.667 .000 40.0 6.04 19.2 9.692 39.750 .000 40.2 6.09 19.2 9.837 39.833 .000 42.6 6.13 19.2 9.997 39.917 .000 47.1 6.19 19.2 10.190 40.000 .000 56.8 6.26 19.2 10.449 40.083 .000 83.5 6.39 19.2 10.892 40.167 .000 143.7 6.63 19.2 11.749 40.250 .000 199.8 6.99 19.2 12.992 40.333 .000 217.4 7.38 19.2 14.357 40.417 .000 164.2 7.67 19.2 15.356 40.500 .000 105.1 7.84 19.2 15.947 40.583 .000 72.9 7.95 19.2 16.317 40.667 .000 55.3 8.01 19.2 16.565 40.750 .000 47.1 8.04 19.2 16.757 40.833 .000 44.1 8.07 19.2 16.929 40.917 .000 40.7 8.10 19.2 17.077 41.000 .000 37.7 8.12 19.2 17.204 41.083 .000 35.2 8.14 19.2 17.314 41.167 .000 33.1 8.16 19.2 17.409 41.250 .000 31.1 8.17 19.2 17.491 41.333 .000 29.2 8.18 19.2 17.560 41.417 .000 27.7 8.19 19.2 17.618 41.500 .000 26.5 8.20 19.2 17.669 41.583 .000 25.5 8.21 19.2 17.712 41.667 .000 24.7 8.22 19.2 17.750 41.750 .000 24.0 8.22 19.2 17.782 41.833 .000 23.3 8.23 19.2 17.811 41.917 .000 22.7 8.23 19.2 17.835 42.000 .000 22.2 8.23 19.2 17.855 42.083 .000 21.7 8.24 19.2 17.873 42.167 .000 21.6 8.24 19.2 17.889 42.250 .000 21.9 8.24 19.2 17.908 NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 10 42.333 .000 22.4 8.25 19.2 17.930 42.417 .000 22.6 8.25 19.2 17.953 42.500 .000 22.6 8.25 19.2 17.976 42.583 .000 22.4 8.26 19.2 17.998 42.667 .000 22.1 8.26 19.2 18.018 42.750 .000 21.9 8.27 19.2 18.036 42.833 .000 21.6 8.27 19.2 18.053 42.917 .000 21.3 8.27 19.2 18.067 43.000 .000 21.1 8.27 19.2 18.080 43.083 .000 20.8 8.27 19.2 18.091 43.167 .000 20.6 8.28 19.2 18.101 43.250 .000 20.4 8.28 19.2 18.109 43.333 .000 20.1 8.28 19.2 18.115 43.417 .000 19.9 8.28 19.2 18.120 43.500 .000 19.7 8.28 19.2 18.124 43.583 .000 19.5 8.28 19.2 18.126 43.667 .000 19.3 8.28 19.2 18.127 43.750 .000 19.2 8.28 19.2 18.126 43.833 .000 19.0 8.28 19.2 18.125 43.917 .000 18.8 8.28 19.2 18.122 44.000 .000 18.7 8.28 19.2 18.118 44.083 .000 18.5 8.28 19.2 18.113 44.167 .000 18.3 8.28 19.2 18.107 44.250 .000 18.2 8.28 19.2 18.100 44.333 .000 18.0 8.28 19.2 18.092 44.417 .000 17.9 8.27 19.2 18.083 44.500 .000 17.8 8.27 19.2 18.073 44.583 .000 17.6 8.27 19.2 18.063 44.667 .000 17.5 8.27 19.2 18.051 44.750 .000 17.4 8.27 19.2 18.038 44.833 .000 17.3 8.26 19.2 18.025 44.917 .000 17.1 8.26 19.2 18.010 45.000 .000 17.0 8.26 19.2 17.995 45.083 .000 16.9 8.26 19.2 17.979 45.167 .000 16.8 8.25 19.2 17.962 45.250 .000 16.7 8.25 19.2 17.945 45.333 .000 16.6 8.25 19.2 17.927 45.417 .000 16.5 8.24 19.2 17.908 45.500 .000 16.4 8.24 19.2 17.888 45.583 .000 16.3 8.24 19.2 17.868 45.667 .000 16.2 8.23 19.2 17.847 45.750 .000 16.1 8.23 19.2 17.825 45.833 .000 16.0 8.23 19.2 17.803 45.917 .000 15.9 8.22 19.2 17.780 46.000 .000 15.8 8.22 19.2 17.757 46.083 .000 15.7 8.21 19.2 17.733 46.167 .000 15.6 8.21 19.2 17.708 46.250 .000 15.5 8.20 19.2 17.683 46.333 .000 15.5 8.20 19.2 17.657 46.417 .000 15.4 8.20 19.2 17.630 46.500 .000 15.3 8.19 19.2 17.603 46.583 .000 15.2 8.19 19.2 17.576 46.667 .000 15.1 8.18 19.2 17.548 46.750 .000 15.1 8.18 19.2 17.519 46.833 .000 15.0 8.17 19.2 17.490 46.917 .000 14.9 8.17 19.2 17.461 47.000 .000 14.8 8.16 19.2 17.431 47.083 .000 14.8 8.16 19.2 17.400 47.167 .000 14.7 8.15 19.2 17.369 47.250 .000 14.6 8.14 19.2 17.337 47.333 .000 14.6 8.14 19.2 17.306 47.417 .000 14.5 8.13 19.2 17.273 47.500 .000 14.4 8.13 19.2 17.240 47.583 .000 14.4 8.12 19.2 17.207 47.667 .000 14.3 8.12 19.2 17.173 47.750 .000 14.3 8.11 19.2 17.139 47.833 .000 14.2 8.10 19.2 17.105 47.917 .000 14.1 8.10 19.2 17.070 48.000 .000 14.1 8.09 19.2 17.034 NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 11 48.083 .000 13.7 8.09 19.2 16.996 48.167 .000 12.1 8.08 19.2 16.947 48.250 .000 9.0 8.07 19.2 16.877 48.333 .000 5.2 8.05 19.2 16.780 48.417 .000 2.5 8.03 19.2 16.665 48.500 .000 1.1 8.01 19.2 16.541 48.583 .000 .5 7.97 19.2 16.412 48.667 .000 .2 7.94 19.2 16.281 48.750 _000 .2 7.90 19.2 16.150 48.833 .000 .0 7.86 19.2 16.018 48.917 .000 .0 7.82 19.2 15.886 49.000 .000 .0 7.79 19.2 15.754 49.083 .000 .0 7.75 19.2 15.621 49.167 .000 .0 7.71 19.2 15.489 49.250 .000 .0 7.67 19.2 15.357 49.333 .000 .0 7.63 19.2 15.224 49.416 .000 .0 7.60 19.2 15.092 49.500 .000 .0 7.56 19.2 14.960 49.583 .000 .0 7.52 19.2 14.828 49.666 .000 .0 7.48 19.2 14.695 49.750 .000 .0 7.44 19.2 14.563 49.833 .000 .0 7.41 19.2 14.431 49.916 .000 .0 7.37 19.2 14.298 50.000 .000 .0 7.33 19.2 14.166 50.083 .000 .0 7.29 19.2 14.034 50.166 .000 .0 7.25 19.2 13.902 50.250 .000 .0 7.22 19.2 13.769 50.333 .000 .0 7.18 19.2 13.637 50.416 .000 .0 7.14 19.2 13.505 50.500 .000 .0 7.10 19.2 13.372 50.583 .000 .0 7.06 19.2 13.240 50.666 .000 .0 7.03 19.2 13.108 50.750 .000 .0 6.99 19.2 12.976 50.833 .000 .0 6.95 19.2 12.843 50.916 .000 .0 6.91 19.2 12.711 51.000 .000 .0 6.87 19.2 12.579 51.083 .000 .0 6.84 19.2 12.447 51.166 .000 .0 6.80 19.2 12.314 51.250 .000 .0 6.76 19.2 12.182 51.333 .000 .0 6.72 19.2 12.050 51.416 .000 .0 6.68 19.2 11.918 51.500 .000 .0 6.65 19.2 11.785 51.583 .000 .0 6.61 19.2 11.653 51.666 .000 .0 6.57 19.2 11.521 51.750 .000 .0 6.53 19.2 11.389 51.833 .000 .0 6.49 19.2 11.256 51.916 .000 .0 6.46 19.2 11.124 52.000 .000 .0 6.42 19.2 10.992 52.083 .000 .0 6.38 19.2 10.860 52.166 .000 .0 6.34 19.2 10.727 52.250 .000 .0 6.30 19.2 10.595 52.333 .000 .0 6.27 19.2 10.463 52.416 .000 .0 6.23 19.2 10.331 52.500 .000 .0 6.19 19.2 10.198 52.583 .000 .0 6.15 19.2 10.066 52.666 .000 .0 6.11 19.2 9.934 52.750 .000 .0 6.08 19.2 9.802 52.833 .000 .0 6.04 19.2 9.669 52.916 .000 .0 6.00 19.2 9.537 53.000 .000 .0 5.95 19.1 9.405 53.083 .000 .0 5.89 19.0 9.275 53.166 .000 .0 5.84 18.8 9.145 53.250 .000 .0 5.79 18.7 9.017 53.333 .000 .0 5.74 18.5 8.889 53.416 .000 .0 5.68 18.4 8.763 53.500 .000 .0 5.63 18.2 8.637 53.583 .000 .0 5.58 18.1 8.513 53.666 .000 .0 5.53 17.9 8.390 53.750 .000 .0 5.48 17.8 8.267 NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 12 53.833 .000 .0 5.43 17.6 8.146 53.916 ..000 .0 5.39 17.5 8.025 54.000 .000 .0 5.34 17.3 7.906 54.083 .000 .0 5.29 17.2 7.787 54.166 .000 .0 5.24 17.1 7.670 54.250 .000 .0 5.19 16.9 7.553 54.333 .000 .0 5.15 16.8 7.438 54.416 .000 .0 5.10 16.7 7.323 54.500 .000 .0 5.05 16.5 7.209 54.583 .000 .0 5.01 16.4 7.096 54.666 .000 .0 4.96 16.3 6.984 54.750 .000 .0 4.92 16.1 6.873 54.833 .000 .0 4.87 16.0 6.763 54.916 .000 .0 4.83 15.9 6.654 55.000 .000 .0 4.79 15.7 6.545 55.083 .000 .0 4.74 15.6 6.438 55.166 .000 .0 4.70 15.5 6.331 55.250 .000 .0 4.66 15.4 6.225 55.333 .000 .0 4.61 15.2 6.120 55.416 .000 .0 4.57 15.1 6.016 55.500 .000 .0 4.53 15.0 5.913 55.583 .000 .0 4.49 14.9 5.810 55.666 .000 .0 4.45 14.8 5.709 55.750 .000 .0 4.40 14.6 5.608 55.833 .000 .0 4.36 14.5 5.508 55.916 .000 .0 4.32 14.4 5.409 56.000 .000 .0 4.28 14.3 5.311 56.083 .000 .0 4.24 14.2 5.213 56.166 .000 .0 4.21 14.1 5.116 56.250 .000 .0 4.17 13.9 5.020 56.333 .000 .0 4.13 13.8 4.925 56.416 .000 .0 4.09 13.7 4.831 56.500 .000 .0 4.05 13.6 4.737 56.583 .000 .0 4.01 13.5 4.644 56.666 .000 .0 3.96 13.4 4.552 56.750 .000 .0 3.91 13.2 4.461 56.833 .000 .0 3.85 13.1 4.371 56.916 .000 .0 3.79 12.9 4.282 57.000 .000 .0 3.74 12.8 4.194 57.083 .000 .0 3.68 12.6 4.107 57.166 .000 .0 3.63 12.5 4.021 57.250 .000 .0 3.58 12.3 3.936 57.333 .000 .0 3.52 12.2 3.852 57.416 .000 .0 3.47 12.0 3.769 57.500 .000 .0 3.42 11.9 3.687 57.583 .000 .0 3.37 11.8 3.606 57.666 .000 .0 3.32 11.6 3.526 57.750 .000 .0 3.27 11.5 3.447 57.833 .000 .0 3.22 11.4 3.369 57.916 .000 .0 3.17 11.2 3.291 58.000 .000 .0 3.12 11.1 3.215 58.083 .000 .0 3.08 11.0 3.140 58.166 .000 .0 3.03 10.8 3.065 58.250 .000 .0 2.98 10.7 2.991 58.333 .000 .0 2.94 10.6 2.918 58.416 .000 .0 2.89 10.5 2.846 58.500 .000 .0 2.85 10.3 2.775 58.583 .000 .0 2.80 10.2 2.704 58.666 .000 .0 2.76 10.1 2.635 58.750 .000 .0 2.71 10.0 2.566 58.833 .000 .0 2.67 9.9 2.498 58.916 .000 .0 2.63 9.8 2.431 59.000 .000 .0 2.59 9.6 2.364 59.083 .000 .0 2.55 9.5 2.299 59.166 .000 .0 2.51 9.4 2.234 59.250 .000 .0 2.47 9.3 2.170 59.333 .000 .0 2.43 9.2 2.106 59.416 .000 .0 2.39 9.1 2.044 59.500 .000 .0 2.35 9.0 1.982 NODE1000.OUT Thursday, August 10, 1995 3:42 pm Page 13 59.583 .000 .0 2.31 8.9 1.921 59.666 .000 .0 2.27 8.8 1.860 59.750 .000 .0 2.23 8.7 1.800 59.833 .000 .0 2.20 8.6 1.741 59.916 .000 .0 2.16 8.5 1.683 60.000 .000 .0 2.12 8.4 1.625 60.083 .000 .0 2.09 8.3 1.568 60.166 .000 .0 2.05 8.2 1.512 60.250 .000 .0 2.02 8.1 1.456 60.333 .000 .0 1.96 8.0 1.401 60.416 .000 .0 1.88 7.9 1.347 60.500 .000 .0 1.80 7.8 1.293 60.583 .000 .0 1.73 7.7 1.240 60.666 .000 .0 1.65 7.6 1.187 60.750 .000 .0 1.58 7.5 1.135 60.833 .000 .0 1.51 7.4 1.084 60.916 .000 .0 1.43 7.4 1.033 61.000 .000 .0 1.36 7.3 .983 61.083 .000 .0 1.29 7.2 .934 61.166 .000 .0 1.22 7.1 .885 61.250 .000 .0 1.15 7.0 .837 61.333 .000 .0 1.08 6.9 .789 61.416 .000 .0 1.02 6.9 .742 61.500 .000 .0 .95 6.8 .695 61.583 .000 .0 .88 6.7 .649 61.666 .000 .0 .82 6.6 .603 61.750 .000 .0 .75 6.5 .558 61.833 .000 .0 .69 6.5 .514 61.916 .000 .0 .63 6.4 .470 62.000 .000 .0 .57 6.3 .427 62.083 .000 .0 .51 6.2 .384 62.166 .000 .0 .44 6.2 .341 62.250 .000 .0 .38 6.1 .299 62.333 .000 .0 .33 6.0 .258 62.416 .000 .0 .27 5.9 .217 62.500 .000 .0 .21 5.9 .177 62.583 .000 .0 .15 5.8 .137 62.666 .000 .0 .10 5.7 .098 62.750 .000 .0 .07 4.7 .066 62.833 .000 .0 .04 3.1 .044 62.916 .000 .0 .03 2.1 .030 63.000 .000 .0 .02 1.4 .020 63.083 .000 .0 .01 .9 .013 63.166 .000 .0 .00 .6 .009 63.250 .000 .0 .00 .4 .006 63.333 .000 .0 .00 .3 .004 63.416 .000 .0 .00 .2 .003 63.500 .000 .0 .00 .1 .002 63.583 .000 .0 .00 .0 .001 63.666 .000 .0 .00 .0 .000 63.750 .000 .0 .00 .0 .000 63.833 .000 .0 .00 .0 .000 63.916 .000 .0 .00 .0 .000 64.000 .000 .0 .00 .0 .000 ---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 57.497 AF BASIN STORAGE _ .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 57.497 AF LOSS VOLUME _ ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- .000 AF END OF FLOOD ROUTING ANALYSIS NODE1000.00 Thursday, August 10, 1995 3:42 pm Page 14 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 1 F L 0 0 D R 0 U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 2 - BASIN B * NODE 2000 * * FILE NAME: SL\NODE2000.DAT TIME/DATE OF STUDY: 15:10 8/10/1995 **************************************************************************** FLOW PROCESS FROM NODE 2000.00 TO NODE 2000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 30.600 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) _ .516 LOW LOSS FRACTION = .440 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .999 30 -MINUTE FACTOR = .999 1 -HOUR FACTOR = .999 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ---------------------------------------------------------------------------- 1 2.170 8.031 2 13.591 42.267 3 35.448 80.886 4 62.910 101.625 5 82.281 71.689 6 91.877 35.512 7 96.496 17.094 8 98.279 6.596 9 98.906 2.322 10 99.440 1.976 11 99.776 1.243 12 99.944 .621 13 100.000 .207 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 4.10 TOTAL EFFECTIVE RAINFALL(INCHES) = 5.80 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 10.4464 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 14.7894 ---------------------------------------------------------------------------- NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 3 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H ----------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 20.0 40.0 60.0 80.0 15.583 7.9113 13.18 Q V 15.667 7.9990 12.73 Q V 15.750 8.0873 12.82 Q V 15.833 8.1808 13.57 Q V 15.917 8.2844 15.05 Q V 16.000 8.4104 18.30 Q. V 16.083 8.6000 27.53 Q V 16.167 8.9347 48.60 Q 16.250 9.4053 68.32 V Q 16.333 9.9188 74.56 V Q 16.417 10.3041 55.95 Q 16.500 10.5470 35.27 Q V . 16.583 10.7127 24.06 Q V . 16.667 10.8361 17.92 Q V. 16.750 10.9402 15.12 Q V. 16.833 11.0374 14.10 Q V. 16.917 11.1268 12.99 Q V 17.000 11.2095 12.00 Q V **************************************************************************** FLOW PROCESS FROM NODE 2000.00 TO NODE 2000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 30.600 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .516 LOW LOSS FRACTION = .664 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .999 30 -MINUTE FACTOR = .999 1 -HOUR FACTOR = .999 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 -------------------------------------------------- UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 8.031 2 13.591 42.267 3 35.448 80.886 4 62.910 101.625 5 82.281 71.689 6 91.877 35.512 7 96.496 17.094 8 98.279 6.596 9 98.906 2.322 10 99.440 1.976 11 99.776 1.243 12 99.944 .621 13 100.000 .207 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 2.27 TOTAL EFFECTIVE RAINFALL(INCHES) = 1.29 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 5.7820 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 3.2938 ---------------------------------------------------------------------------- NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 5 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H -------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 7.5 15.0 22.5 30.0 15.583 1.7074 2.69 Q V 13.2 15.667 1.7253 2.60 Q V 12.8 15.750 1.7434 2.63 Q .V 15.0 15.833 1.7628 2.81 Q .V 27.5 15.917 1.7844 3.14 Q .V 68.3 16.000 1.8100 3.72 Q .V 55.9 16.083 1.8501 5.81 Q V 24.1 16.167 1.9316 11.84 40.750 Q V 15.1 16.250 2.0560 18.06 40.916 Q , 16.333 2.1992 20.80 VQ , 16.417 2.3057 15.46 Q V , 16.500 2.3692 9.22 Q V . 16.583 2.4099 5.90 Q V. , 16.667 2.4377 4.04 Q V. , 16.750 2.4598 3.21 Q V. 16.833 2.4802 2.97 Q V , 16.917 2.4988 2.70 Q V 17.000 2.5157 2.45 Q V FLOW PROCESS FROM NODE 2000.00 TO NODE 2000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 13.5 39.583 .0 13.2 39.667 .0 12.7 39.750 .0 12.8 39.833 .0 13.6 39.917 .0 15.0 40.000 .0 18.3 40.083 .0 27.5 40.166 .0 48.6 40.250 .0 68.3 40.333 .0 74.6 40.416 .0 55.9 40.500 .0 35.3 40.583 .0 24.1 40.666 .0 17.9 40.750 .0 15.1 40.833 .0 14.1 40.916 .0 13.0 41.000 .0 12.0 FLOW PROCESS FROM NODE 2000.00 TO NODE 2000.00 IS CODE = 7 ---------------------------------------------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 6 FLOW PROCESS FROM NODE 2000.00 TO NODE 2000.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 2.40 .100 3 2.00 3.50 1.190 4 4.00 5.90 2.940 5 6.00 8.30 5.280 6 8.00 8.31 8.280 7 10.00 8.32 12.120 INFLOW (STREAM 1) V effective depth (and volume) V........ detention <--> outflow basin ....... deadbasin outlet V storage OUTFLOW (STREAM 1) ------------------------- BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 1.0 .04 1.0 .042 24.083 .000 1.0 .04 1.0 .042 24.167 .000 1.4 .04 1.0 .045 24.250 .000 2.2 .05 1.2 .052 24.333 .000 3.1 .06 1.4 .064 24.417 .000 3.8 .08 1.7 .078 24.500 .000 4.1 .09 2.1 .093 24.583 .000 4.3 .11 2.3 .107 24.667 .000 4.4 .14 2.4 .120 24.750 .000 4.4 .16 2.4 .134 24.833 .000 4.4 .18 2.4 .148 24.917 .000 4.5 .21 2.5 .161 25.000 .000 4.5 .23 2.5 .175 25.083 .000 4.5 .26 2.5 .189 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 7 25.167 .000 4.5 .28 2.5 .203 25.250 .000 4.5 .30 2.5 .217 25.333 .000 4.5 .33 2.5 .230 25.417 .000 4.5 .35 2.5 .244 25.500 .000 4.5 .37 2.6 .258 25.583 .000 4.5 .40 2.6 .271 25.667 .000 4.6 .42 2.6 .285 25.750 .000 4.6 .45 2.6 .298 25.833 .000 4.6 .47 2.6 .312 25.917 .000 4.6 .49 2.6 .325 26.000 .000 4.6 .52 2.6 .339 26.083 .000 4.6 .54 2.6 .352 26.167 .000 4.6 .56 2.7 .366 26.250 .000 4.6 .59 2.7 .379 26.333 .000 4.6 .61 2.7 .393 26.417 .000 4.6 .63 2.7 .406 26.500 .000 4.7 .66 2.7 .420 26.583 .000 4.7 .68 2.7 .433 26.667 .000 4.7 .70 2.7 .446 26.750 .000 4.7 .73 2.8 .460 26.833 .000 4.7 .75 2.8 .473 26.917 .000 4.7 .77 2.8 .486 27.000 .000 4.7 .80 2.8 .499 27.083 .000 4.7 .82 2.8 .513 27.167 .000 4.7 .84 2.8 .526 27.250 .000 4.8 .87 2.8 .539 27.333 .000 4.8 .89 2.8 .552 27.417 .000 4.8 .91 2.9 .566 27.500 .000 4.8 .93 2.9 .579 27.583 .000 4.8 .96 2.9 .592 27.667 .000 4.8 .98 2.9 .605 27.750 .000 4.8 1.00 2.9 .618 27.833 .000 4.8 1.03 2.9 .631 27.917 .000 4.9 1.05 2.9 .645 28.000 .000 4.9 1.07 3.0 .658 28.083 .000 4.9 1.10 3.0 .671 28.167 .000 4.9 1.12 3.0 .684 28.250 .000 4.9 1.14 3.0 .697 28.333 .000 4.9 1.16 3.0 .710 28.417 .000 4.9 1.19 3.0 .723 28.500 .000 4.9 1.21 3.0 .737 28.583 .000 5.0 1.23 3.0 .750 28.667 .000 5.0 1.26 3.1 .763 28.750 .000 5.0 1.28 3.1 .776 28.833 .000 5.0 1.30 3.1 .789 28.917 .000 5.0 1.32 3.1 .802 29.000 .000 5.0 1.35 3.1 .815 29.083 .000 5.0 1.37 3.1 .829 29.167 .000 5.1 1.39 3.1 .842 29.250 .000 5.1 1.42 3.2 .855 29.333 .000 5.1 1.44 3.2 .868 29.417 .000 5.1 1.46 3.2 .881 29.500 .000 5.1 1.49 3.2 .895 29.583 .000 5.1 1.51 3.2 .908 29.667 .000 5.1 1.53 3.2 .921 29.750 .000 5.2 1.55 3.2 .934 29.833 .000 5.2 1.58 3.2 .948 29.917 .000 5.2 1.60 3.3 .961 30.000 .000 5.2 1.62 3.3 .974 30.083 .000 5.2 1.65 3.3 .987 30.167 .000 5.2 1.67 3.3 1.001 30.250 .000 5.3 1.69 3.3 1.014 30.333 .000 5.3 1.72 3.3 1.027 30.417 .000 5.3 1.74 3.3 1.041 30.500 .000 5.3 1.76 3.4 1.054 30.583 .000 5.3 1.79 3.4 1.068 30.667 .000 5.3 1.81 3.4 1.081 30.750 .000 5.4 1.83 3.4 1.095 30.833 .000 5.4 1.86 3.4 1.108 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 8 30.917 .000 5.4 1.88 3.4 1.122 31.000 .000 5.4 1.90 3.4 1.135 31.083 .000 5.4 1.93 3.5 1.149 31.167 .000 5.4 1.95 3.5 1.163 31.250 .000 5.5 1.98 3.5 1.176 31.333 .000 5.5 2.00 3.5 1.190 31.417 .000 5.5 2.02 3.5 1.204 31.500 .000 5.5 2.03 3.5 1.218 31.583 .000 5.5 2.05 3.5 1.231 31.667 .000 5.6 2.06 3.6 1.245 31.750 .000 5.6 2.08 3.6 1.259 31.833 .000 5.6 2.09 3.6 1.273 31.917 .000 5.6 2.11 3.6 1.287 32.000 .000 5.7 2.13 3.6 1.300 32.083 .000 5.7 2.14 3.7 1.314 32.167 .000 5.7 2.16 3.7 1.328 32.250 .000 5.7 2.17 3.7 1.342 32.333 .000 5.7 2.19 3.7 1.356 32.417 .000 5.8 2.21 3.7 1.370 32.500 .000 5.8 2.22 3.8 1.384 32.583 .000 5.8 2.24 3.8 1.398 32.667 .000 5.8 2.25 3.8 1.412 32.750 .000 5.9 2.27 3.8 1.426 32.833 .000 5.9 2.29 3.8 1.440 32.917 .000 5.9 2.30 3.9 1.454 33.000 .000 5.9 2.32 3.9 1.469 33.083 .000 6.0 2.33 3.9 1_483 33.167 .000 6.0 2.35 3.9 1.497 33.250 .000 6.0 2.37 3.9 1.511 33.333 .000 6.0 2.38 4.0 1.526 33.417 .000 6.1 2.40 4.0 1.540 33.500 .000 6.1 2.42 4.0 1.555 33.583 .000 6.1 2.43 4.0 1.569 33.667 .000 6.2 2.45 4.0 1.584 33.750 .000 6.2 2.47 4.1 1.599 33.833 .000 6.2 2.48 4.1 1.613 33.917 .000 6.2 2.50 4.1 1.628 34.000 .000 6.3 2.52 4.1 1.643 34.083 .000 6.3 2.53 4.1 1.658 34.167 .000 6.3 2.55 4.2 1.673 34.250 .000 6.4 2.57 4.2 1.688 34.333 .000 6.4 2.59 4.2 1.703 34.417 .000 6.4 2.60 4.2 1.719 34.500 .000 6.5 2.62 4.2 1.734 34.583 .000 6.5 2.64 4.3 1.750 34.667 .000 6.5 2.66 4.3 1.765 34.750 .000 6.6 2.68 4.3 1.781 34.833 .000 6.6 2.69 4.3 1.797 34.917 .000 6.7 2.71 4.3 1.813 35.000 .000 6.7 2.73 4.4 1.829 35.083 .000 6.7 2.75 4.4 1.845 35.167 .000 6.8 2.77 4.4 1.862 35.250 .000 6.8 2.79 4.4 1.878 35.333 .000 6.9 2.81 4.5 1.895 35.417 .000 6.9 2.82 4.5 1.911 35.500 .000 7.0 2.84 4.5 1.928 35.583 .000 7.0 2.86 4.5 1.945 35.667 .000 7.1 2.88 4.5 1.963 35.750 .000 7.1 2.90 4.6 1.980 35.833 .000 7.1 2.92 4.6 1.998 35.917 .000 7.2 2.94 4.6 2.015 36.000 .000 7.3 2.96 4.6 2.033 36.083 .000 7.3 2.98 4.7 2.051 36.167 .000 7.2 3.00 4.7 2.069 36.250 .000 7.1 3.02 4.7 2.085 36.333 .000 6.8 3.04 4.7 2.099 36.417 .000 6.7 3.05 4.8 2.113 36.500 .000 6.7 3.07 4.8 2.126 36.583 .000 6.7 3.08 4.8 2.139 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 9 36.667 .000 6.7 3.10 4.8 2.152 36.750 .000 6.8 3.12 4.8 2.166 36.833 .000 6.9 3.13 4.8 2.180 36.917 .000 7.0 3.15 4.9 2.194 37.000 .000 7.0 3.16 4.9 2.209 37.083 .000 7.1 3.18 4.9 2.224 37.167 .000 7.2 3.20 4.9 2.240 37.250 .000 7.3 3.22 5.0 2.256 37.333 .000 7.4 3.24 5.0 2.273 37.417 .000 7.5 3.26 5.0 2.290 37.500 .000 7.6 3.28 5.0 2.308 37.583 .000 7.7 3.30 5.0 2.326 37.667 .000 7.8 3.32 5.1 2.345 37.750 .000 7.9 3.34 5.1 2.364 37.833 .000 8.0 3.37 5.1 2.384 37.917 .000 8.2 3.39 5.2 2.405 38.000 .000 8.3 3.41 5.2 2.427 38.083 .000 8.5 3.44 5.2 2.449 38.167 .000 8.7 3.47 5.2 2.473 38.250 .000 9.0 3.50 5.3 2.499 38.333 .000 9.4 3.53 5.3 2.528 38.417 .000 9.8 3.56 5.4 2.558 38.500 .000 10.0 3.60 5.4 2.590 38.583 .000 10.3 3.64 5.4 2.623 38.667 .000 10.5 3.68 5.5 2.658 38.750 .000 10.7 3.72 5.5 2.694 38.833 .000 11.0 3.76 5.6 2.731 38.917 .000 11.3 3.81 5.6 2.769 39.000 .000 11.6 3.85 5.7 2.810 39.083 .000 11.9 3.90 5.8 2.852 39.167 .000 12.2 3.95 5.8 2.896 39.250 .000 12.6 4.00 5.9 2.943 39.333 .000 13.1 4.04 5.9 2.992 39.417 .000 13.5 4.09 6.0 3.043 39.500 .000 13.5 4.13 6.0 3.095 39.583 .000 13.2 4.17 6.1 3.143 39.667 .000 12.7 4.21 6.1 3.189 39.750 .000 12.8 4.25 6.2 3.235 39.833 .000 13.6 4.30 6.2 3.285 39.917 .000 15.0 4.35 6.3 3.346 40.000 .000 18.3 4.42 6.4 3.428 40.083 .000 27.5 4.54 6.5 3.573 40.167 .000 48.6 4.79 6.7 3.861 40.250 .000 68.3 5.15 7.1 4.283 40.333 .000 74.6 5.54 7.5 4.745 40.417 .000 55.9 5.83 7.9 5.076 40.500 .000 35.3 5.98 8.2 5.262 40.583 .000 24.1 6.06 8.3 5.371 40.667 .000 17.9 6.10 8.3 5.437 40.750 .000 15.1 6.14 8.3 5.484 40.833 .000 14.1 6.16 8.3 5.524 40.917 .000 13.0 6.18 8.3 5.556 41.000 .000 12.0 6.20 8.3 5.582 41.083 .000 11.2 6.21 8.3 5.602 41.167 .000 10.5 6.22 8.3 5.617 41.250 .000 9.9 6.23 8.3 5.628 41.333 .000 9.3 6.24 8.3 5.635 41.417 .000 8.8 6.24 8.3 5.638 41.500 .000 8.4 6.24 8.3 5.639 41.583 .000 8.1 6.24 8.3 5.638 41.667 .000 7.9 6.24 8.3 5.634 41.750 .000 7.6 6.23 8.3 5.630 41.833 .000 7.4 6.23 8.3 5.624 41.917 .000 7.2 6.22 8.3 5.616 42.000 .000 7.1 6.22 8.3 5.608 42.083 .000 6.9 6.21 8.3 5.598 42.167 .000 6.9 6.21 8.3 5.589 42.250 .000 7.0 6.20 8.3 5.579 42.333 .000 7.1 6.19 8.3 5.571 NODE2000.DUT Thursday, August 10, 1995 3:46 pm Page 10 42.417 .000 7.2 6.19 8.3 5.564 42.500 .000 7.2 6.18 8.3 5.556 42.583 .000 7.1 6.18 8.3 5.548 42.667 .000 7.0 6.17 8.3 5.539 42.750 ,000 7.0 6.17 8.3 5.530 42.833 .000 6.9 6.16 8.3 5.520 42.917 .000 6.8 6.15 8.3 5.509 43.000 ,000 6.7 6.15 8.3 5.499 43.083 .000 6.6 6.14 8.3 5.487 43.167 .000 6.6 6.13 8.3 5.475 43.250 .000 6.5 6.12 8.3 5.462 43.333 .000 6.4 6.11 8.3 5.449 43.417 .000 6.3 6.10 8.3 5.436 43.500 .000 6.3 6.09 8.3 5.422 43.583 .000 6.2 6.09 8.3 5,408 43.667 .000 6.2 6.08 8.3 5.393 43.750 ,000 6.1 6.07 8.3 5.378 43.833 .000 6.0 6.05 8.3 5.362 43.917 .000 6.0 6.04 8.3 5.346 44.000 .000 5.9 6.03 8.3 5.330 44.083 .000 5.9 6.02 8.3 5.313 44.167 .000 5.8 6.01 8.3 5.296 44.250 .000 5.8 6.00 8.3 5.279 44.333 .000 5.7 5.98 8.3 5.262 44.417 .000 5.7 5.97 8.3 5.244 44.500 .000 5.7 5.95 8.3 5.226 44.583 .000 5.6 5.94 8.2 5.208 44.667 .000 5.6 5.92 8.2 5.190 44.750 .000 5.5 5.91 8.2 5.171 44.833 .000 5.5 5.89 8,2 5.153 44.917 .000 5.5 5.88 8.2 5.134 45.000 .000 5.4 5.86 8,1 5.115 45.083 .000 5.4 5.84 8.1 5.096 45.167 .000 5.3 5.83 8.1 5.077 45.250 .000 5.3 5.81 8.1 5.058 45.333 .000 5.3 5.79 8.1 5.039 45.417 .000 5.2 5.78 8.0 5.020 45.500 .000 5.2 5.76 8.0 5.000 45.583 .000 5.2 5.74 8.0 4.981 45.667 .000 5.1 5.73 8.0 4.961 45.750 .000 5.1 5.71 8.0 4.942 45.833 .000 5.1 5.69 7.9 4.922 45.917 .000 5.1 5.68 7.9 4.902 46.000 .000 5.0 5.66 7.9 4.883 46.083 .000 5.0 5.64 7.9 4.863 46.167 .000 5.0 5.63 7.9 4.843 46.250 .000 4.9 5.61 7.8 4.823 46.333 .000 4.9 5.59 7.8 4.803 46.417 .000 4.9 5.58 7.8 4.783 46.500 .000 4.9 5.56 7.8 4.763 46.583 .000 4.8 5.54 7.8 4.743 46.667 .000 4.8 5.52 7.7 4.723 46.750 .000 4.8 5.51 7.7 4.702 46.833 .000 4.8 5.49 7.7 4.682 46,917 .000 4.7 5.47 7.7 4.662 47.000 .000 4.7 5.45 7.7 4.642 47.083 .000 4.7 5.44 7.6 4.622 47.167 .000 4.7 5.42 7.6 4,601 47.250 .000 4.7 5.40 7.6 4.581 47.333 .000 4,6 5.39 7.6 4.561 47.417 .000 4.6 5.37 7.6 4.541 47.500 .000 4.6 5.35 7,5 4.521 47.583 ,000 4.6 5.33 7.5 4.500 47.667 .000 4.6 5.32 7.5 4.480 47.750 .000 4.5 5.30 7.5 4.460 47.833 .000 4.5 5.28 7.4 4.440 47.917 .000 4.5 5.26 7.4 4.420 48.000 .000 4.5 5.25 7.4 4.399 48.083 .000 4.4 5.23 7.4 4.379 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 11 48.167 .000 3.8 5.21 7.4 4.354 48.250 .000 2.9 5.18 7.3 4.324 48.333 .000 1.6 5.15 7.3 4.285 48.417 .000 .8 5.11 7.3 4.240 48.500 .000 .4 5.07 7.2 4.193 48.583 .000 .2 5.03 7.2 4.145 48.667 .000 .0 4.99 7.1 4.096 48.750 .000 .0 4.95 7.1 4.048 48.833 .000 .0 4.91 7.0 4.000 48.917 .000 .0 4.86 7.0 3.952 49.000 .000 .0 4.82 6.9 3.904 49.083 .000 .0 4.78 6.9 3.857 49.167 .000 .0 4.74 6.8 3.810 49.250 .000 .0 4.70 6.8 3.764 49.333 .000 .0 4.66 6.7 3.717 49.416 .000 .0 4.63 6.7 3.671 49.500 .000 .0 4.59 6.6 3.626 49.583 .000 .0 4.55 6.6 3.580 49.666 .000 .0 4.51 6.5 3.535 49.750 .000 .0 4.47 6.5 3.491 49.833 .000 .0 4.43 6.4 3.446 49.916 .000 .0 4.40 6.4 3.402 50.000 .000 .0 4.36 6.4 3.358 50.083 .000 .0 4.32 6.3 3.315 50.166 .000 .0 4.28 6.3 3.272 50.250 .000 .0 4.25 6.2 3.229 50.333 .000 .0 4.21 6.2 3.187 50.416 .000 .0 4.17 6.1 3.144 50.500 .000 .0 4.14 6.1 3.102 50.583 .000 .0 4.10 6.0 3.061 50.666 .000 .0 4.07 6.0 3.019 50.750 .000 .0 4.03 6.0 2.978 50.833 .000 .0 4.00 5.9 2.938 50.916 .000 .0 3.95 5.9 2.897 51.000 .000 .0 3.91 5.8 2.857 51.083 .000 .0 3.86 5.8 2.818 51.166 .000 .0 3.82 5.7 2.778 51.250 .000 .0 3.77 5.7 2.739 51.333 .000 .0 3.73 5.6 2.701 51.416 .000 .0 3.68 5.5 2.663 51.500 .000 .0 3.64 5.5 2.625 51.583 .000 .0 3.60 5.4 2.587 51.666 .000 .0 3.55 5.4 2.550 51.750 .000 .0 3.51 5.3 2.513 51.833 .000 .0 3.47 5.3 2.477 51.916 .000 .0 3.43 5.2 2.441 52.000 .000 .0 3.39 5.2 2.405 52.083 .000 .0 3.35 5.1 2.370 52.166 .000 .0 3.31 5.1 2.335 52.250 .000 .0 3.27 5.0 2.300 52.333 .000 .0 3.23 5.0 2.265 52.416 .000 .0 3.19 5.0 2.231 52.500 .000 .0 3.15 4.9 2.198 52.583 .000 .0 3.11 4.9 2.164 52.666 .000 .0 3.08 4.8 2.131 52.750 .000 .0 3.04 4.8 2.098 52.833 .000 .0 3.00 4.7 2.066 52.916 .000 .0 2.96 4.7 2.033 53.000 .000 .0 2.93 4.6 2.001 53.083 .000 .0 2.89 4.6 1.970 53.166 .000 .0 2.86 4.5 1.938 53.250 .000 .0 2.82 4.5 1.907 53.333 .000 .0 2.78 4.5 1.877 53.416 .000 .0 2.75 4.4 1.846 53.500 .000 .0 2.72 4.4 1.816 53.583 .000 .0 2.68 4.3 1.786 53.666 .000 .0 2.65 4.3 1.757 53.750 .000 .0 2.61 4.3 1.727 53.833 .000 .0 2.58 4.2 1.698 NODE2000.0UT Thursday, August 10, 1995 3:46 pm Page 12 53.916 .000 .0 2.55 4.2 1.669 54.000 .000 .0 2.52 4.1 1.641 54.083 .000 .0 2.48 4.1 1.613 54.166 .000 .0 2.45 4.1 1.585 54.250 .000 .0 2.42 4.0 1.557 54.333 .000 .0 2.39 4.0 1.530 54.416 .000 .0 2.36 3.9 1.502 54.500 .000 .0 2.33 3.9 1.476 54.583 .000 .0 2.30 3.9 1.449 54.666 .000 .0 2.27 3.8 1.422 54.750 .000 .0 2.24 3.8 1.396 54.833 .000 .0 2.21 3.8 1.370 54.916 .000 .0 2.18 3.7 1.345 55.000 .000 .0 2.15 3.7 1.319 55.083 .000 .0 2.12 3.7 1.294 55.166 .000 .0 2.09 3.6 1.269 55.250 .000 .0 2.06 3.6 1.244 55.333 .000 .0 2.03 3.6 1.220 55.416 .000 .0 2.01 3.5 1.196 55.500 .000 .0 1.97 3.5 1.171 55.583 .000 .0 1.93 3.5 1.148 55.666 .000 .0 1.88 3.4 1.124 55.750 .000 .0 1.84 3.4 1.100 55.833 .000 .0 1.80 3.4 1.077 55.916 .000 .0 1.76 3.4 1.054 56.000 .000 .0 1.72 3.4 1.031 56.083 .000 .0 1.68 3.3 1.008 56.166 .000 .0 1.64 3.3 .985 56.250 .000 .0 1.60 3.3 .962 56.333 .000 .0 1.56 3.3 .940 56.416 .000 .0 1.53 3.2 .918 56.500 .000 .0 1.49 3.2 .895 56.583 .000 .0 1.45 3.2 .873 56.666 .000 .0 1.41 3.2 .852 56.750 .000 .0 1.37 3.1 .830 56.833 .000 .0 1.33 3.1 .808 56.916 .000 .0 1.30 3.1 .787 57.000 .000 .0 1.26 3.1 .766 57.083 .000 .0 1.22 3.1 .745 57.166 .000 .0 1.19 3.0 .724 57.250 .000 .0 1.15 3.0 .703 57.333 .000 .0 1.12 3.0 .682 57.416 .000 .0 1.08 3.0 .662 57.500 .000 .0 1.04 3.0 .641 57.583 .000 .0 1.01 2.9 .621 57.666 .000 .0 .97 2.9 .601 57.750 .000 .0 .94 2.9 .581 57.833 .000 .0 .90 2.9 .561 57.916 .000 .0 .87 2.9 .542 58.000 .000 .0 .84 2.8 .522 58.083 .000 .0 .80 2.8 .503 58.166 .000 .0 .77 2.8 .484 58.250 .000 .0 .74 2.8 .464 58.333 .000 .0 .70 2.8 .445 58.416 .000 .0 .67 2.7 .427 58.500 .000 .0 .64 2.7 .408 58.583 .000 .0 .60 2.7 .389 58.666 .000 .0 .57 2.7 .371 58.750 .000 .0 .54 2.7 .352 58.833 .000 .0 .51 2.6 .334 58.916 .000 .0 .48 2.6 .316 59.000 .000 .0 .45 2.6 .298 59.083 .000 .0 .41 2.6 .280 59.166 .000 .0 .38 2.6 .263 59.250 .000 .0 .35 2.6 .245 59.333 .000 .0 .32 2.5 .227 59.416 .000 .0 .29 2.5 .210 59.500 .000 .0 .26 2.5 .193 59.583 .000 .0 .23 2.5 .176 NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 13 59.666 .000 .0 .20 2.5 .159 59.750 .000 .0 .17 2.5 .142 59.833 .000 .0 .14 2.4 .125 59.916 .000 .0 .11 2.4 .108 60.000 .000 .0 .09 2.3 .093 60.083 .000 .0 .08 2.1 .078 60.166 .000 .0 .07 1.7 .066 60.250 .000 .0 .06 1.5 .056 60.333 .000 .0 .05 1.2 .048 60.416 .000 .0 .04 1.1 .040 60.500 .000 .0 .03 .9 .034 60.583 .000 .0 .03 .8 .029 60.666 .000 .0 .02 .6 .025 60.750 .000 .0 .02 .5 .021 60.833 .000 .0 .02 .5 .018 60.916 .000 .0 .01 .4 .015 61.000 .000 .0 .01 .3 .013 61.083 .000 .0 .01 .3 .011 61.166 .000 .0 .00 .2 .009 61.250 .000 .0 .00 .2 .008 61.333 .000 .0 .00 .2 .007 61.416 .000 .0 .00 .1 .006 61.500 .000 .0 .00 .1 .005 61.583 .000 .0 .00 .1 .004 61.666 .000 .0 .00 .0 .003 61.750 .000 .0 .00 .0 .003 61.833 .000 .0 .00 .0 .002 61.916 .000 .0 .00 .0 .002 62.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .002 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 18.083 AF BASIN STORAGE _ .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 18.083 AF LOSS VOLUME _ .000 AF END OF FLOOD ROUTING ANALYSIS NODE2000.OUT Thursday, August 10, 1995 3:46 pm Page 14 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 1 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxx*xxxxxxxxxx F L 0 0 D R 0 U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite 0-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 xxxxxxxxxxxxxxxxxxxxxxxxxx DESCRIPTION OF STUDY xxxxxxxxxxxxxxxx*x*xxxx*xx * SUBAREA 3 - BASIN C * NODE 3000 x x * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxx FILE NAME: SL\NOOE3000.DAT TIME/DATE OF STUDY: 15:11 8/10/1995 *xxxxxxxxxxxxxxxxxxxxxxxx*xxxrt*xxxxxxxxxxxxxxxxxxxxxxxxxx**xxx*xxxxxxxxxxxxx FLOW PROCESS FROM NODE 3000.00 TO NODE 3000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 40.200 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .561 LOW LOSS FRACTION = .475 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .998 30 -MINUTE FACTOR = .998 1 -HOUR FACTOR = .998 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 10.551 2 13.591 55.527 3 35.448 106.262 4 62.910 133.507 5 82,281 94.179 6 91.877 46.653 7 96.496 22.456 8 98.279 8.665 9 98.906 3.051 10 99.440 2.597 11 99.776 1.632 12 99.944 .816 13 100.000 ,272 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 4.42 TOTAL EFFECTIVE RAINFALL(INCHES) = 5.48 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 14.8202 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 18.3327 ---------------------------------------------------------------------------- NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 3 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H --------------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 25.0 50.0 75.0 100.0 15.583 9.7442 16.23 Q V 15.667 9.8522 15.68 Q V , 15.750 9.9609 15.78 Q .V , 15.833 10.0760 16.71 Q .V , 15.917 10.2037 18.54 Q V , 16.000 10.3598 22.66 Q. V , 16.083 10.5982 34.63 Q V , 16.167 11.0263 62.15 Q 16.250 11.6322 87.98 V Q 16.333 12.2947 96.20 V Q , 16.417 12.7897 71.88 VQ , 16.500 13.0990 44.90 Q V , 16.583 13.3078 30.32 Q V. , 16.667 13.4616 22.34 Q V. 16.750 13.5906 18.73 Q V. , 16.833 13.7108 17.46 Q V. , 16.917 13.8214 16.06 Q V , 17.000 13.9234 14.81 Q V , **************************************************************************** FLOW PROCESS FROM NODE 3000.00 TO NODE 3000.00 IS CODE = i ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 442.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .500 HOURS VALLEY(UNDEVELOPED)/DESERT S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .658 LOW LOSS FRACTION = .788 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .50 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.52 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 3.00 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.50 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 10.50 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .980 30 -MINUTE FACTOR = .980 1 -HOUR FACTOR = .980 3 -HOUR FACTOR = .997 6 -HOUR FACTOR = .999 24-HOUR FACTOR = .999 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 16.667 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 NODE3000.0UT Thursday, August 10, 1995 3:49 pm Page 4 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ------------------------------------------ UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 1.450 77.509 2 5.250 203.127 3 11.675 343.444 4 20.783 486.880 5 32.042 601.807 6 44.000 639.225 7 54.379 554.812 8 61.813 397.345 9 67.183 287.096 10 71.219 215.732 11 74.254 162.234 12 76.767 134.304 13 79.000 119.381 14 80.958 104.684 15 82.667 91.316 16 84.233 83.740 17 85.667 76.620 18 86.900 65.924 19 88.000 58.802 20 89.000 53.452 21 90.000 53.458 22 90.867 46.324 23 91.600 39.195 24 92.333 39.207 25 92.967 33.852 26 93.500 28.508 27 94.033 28.515 28 94.550 27.613 29 95.050 26.723 30 95.550 26.735 31 95.983 23.165 32 96.350 19.607 33 96.717 19.607 34 97.050 17.803 35 97.350 16.049 36 97.650 16.024 37 97.917 14.258 38 98.150 12.478 39 98.384 12.478 40 98.583 10.674 41 98.750 8.920 42 98.917 8.908 43 99.083 8.908 44 99.250 8.908 45 99.417 8.908 46 99.583 8.908 47 99.750 8.908 48 99.917 8.908 49 100.000 4.455 TOTAL STORM RAINFALL(INCHES) = 10.49 TOTAL SOIL-LOSS(INCHES) = 7.69 TOTAL EFFECTIVE RAINFALL(INCHES) = 2.80 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 283.2191 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 5 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 103.1341 ---------------------------------------------------------------------------- NODE3000,OUT Thursday, August 10, 1995 3:49 pm Page 6 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H ------------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 125.0 250.0 375.0 500.0 15.583 43.8290 75.34 Q V , 15.667 44.3501 75.67 Q V 15.750 44.8777 76.61 Q V , 15.833 45.4315 80.40 Q V , 15.917 46.0652 92.03 Q V , 16.000 46.8770 117.87 Q. V _ 16.083 48.1376 183.03 Q V 16.167 50.0073 271.48 . V,Q , 16.250 52.4981 361.67 V Q . 16.333 55.5230 439.21 V Q , 16.417 58.8717 486.23 V Q , 16.500 62.1963 482.74 V Q , 16.583 65.0948 420.86 V Q , 16.667 67.3791 331.67 Q , 16.750 69.2057 265.22 .0 V , 16.833 70.7266 220.84 Q V , 16.917 72.0253 188.57 Q V , 17.000 73.1847 168.35 Q V , FLOW PROCESS FROM NODE 3000.00 TO NODE 3000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 40.200 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .561 LOW LOSS FRACTION = .715 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .998 30 -MINUTE FACTOR = .998 1 -HOUR FACTOR = .998 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 7 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ---------------------------------------------------- UNIT HYDROGRAPH DETERMINATION -------------------------------------------- INTERVAL "S" GRAPH ------------------------------- UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 10.551 2 13.591 55.527 3 35.448 106.262 4 62.910 133.507 5 82.281 94.179 6 91.877 46.653 7 96.496 22.456 8 98.279 8.665 9 98.906 3.051 10 99.440 2.597 11 99.776 1.632 12 99.944 .816 13 100.000 ,272 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 2.44 TOTAL EFFECTIVE RAINFALL(INCHES) = 1.12 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 8.1809 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 3.7422 ---------------------------------------------------------------------------- NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 8 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H ------------------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 7.5 15.0 22.5 30.0 15.583 1.9027 2.99 Q V , 15.667 1.9227 2.90 Q V , 15.750 1.9428 2.93 Q V , 15.833 1.9644 3.13 Q V , 15.917 1.9884 3.50 Q .V , 16.000 2.0170 4.15 Q .V , 16.U83 2.0632 6.70 Q , V , 16.167 2.1622 14.38 0, V , 16.250 2.3165 22.41 V Q. 16.333 2.4959 26.04 V Q , 16.417 2.6284 19.25 Q V , 16.500 2.7061 11.28 Q V , 16.583 2.7547 7.06 Q. V. 16.667 2.7870 4.69 Q V. , 16.750 2.8120 3.64 Q V 16.833 2.8352 3.37 Q V , 16.917 2.8561 3.04 Q V , 17.000 2.8751 2.75 Q V , **************************************************************************** FLOW PROCESS FROM NODE 3000.00 TO NODE 3000.00 IS CODE = 1 ---------------------------------------------------------------------------- »-UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 40.200 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .50 HOURS. THE 5 -MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(UNDEVELOPED)/DESERT S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .561 LOW LOSS FRACTION = .715 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .998 30 -MINUTE FACTOR = .998 1 -HOUR FACTOR = .998 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 9 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 -------------------------------------------------- UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 3.350 16.287 2 16.229 62.614 3 38.021 105.944 4 58.096 97.598 5 69.201 53.991 6 75.510 30.673 7 79.979 21.726 8 83.450 16.874 9 86.283 13.775 10 88.500 10.777 11 90.433 9.399 12 91.967 7.455 13 93.233 6.158 14 94.292 5.145 15 95.300 4.903 16 96.167 4.213 17 96.883 3.484 18 97.500 2.997 19 98.033 2.593 20 98.483 2.187 21 98.833 1.702 22 99.167 1.621 23 99.500 1.621 24 99.833 1.621 25 100.000 ,810 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 2.44 TOTAL EFFECTIVE RAINFALL(INCHES) = 1.12 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 8.1809 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 3.7422 ---------------------------------------------------------------------------- NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 10 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H ------------------------------------------------------ HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 7.5 15.0 22.5 30.0 15.583 1.8774 2.86 Q V 39.583 15.667 1.8969 2.83 Q V 91.4 15.750 1.9171 2.93 Q V .0 15.833 1.9388 3.15 Q V 40.000 15.917 1.9630 3.51 Q V 217.7 16.000 1.9915 4.14 Q ,V .0 16.083 2.0428 7.45 Q. ,V 40.416 16.167 2.1467 15.08 Q V 527.6 16.250 2.2955 21.60 40.666 V Q 16.333 2.4319 19.81 283.9 VQ 16.417 2.5189 12.63 Q V 16.500 2.5784 8.64 Q V 16.583 2.6269 7.04 Q. V _ 16.667 2.6693 6.15 Q V 16.750 2.7070 5.49 Q V , 16.833 2.7404 4.85 Q V. 16.917 2.7711 4.46 Q V. 17.000 2.7988 4.01 0 V. FLOW PROCESS FROM NODE 3000.00 TO NODE 3000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 90.7 39.583 .0 91.6 39.667 .0 91.4 39.750 .0 92.4 39.833 .0 97.1 39.917 .0 110.6 40.000 .0 140.5 40.083 .0 217.7 40.166 .0 333.6 40.250 .0 449.6 40.333 .0 535.4 40.416 .0 558.1 40.500 .0 527.6 40.583 .0 451.2 40.666 .0 354.0 40.750 .0 283.9 40.833 .0 238.3 40.916 .0 204.6 41.000 .0 183.2 FLOW PROCESS FROM NODE 3000.00 TO NODE 3000.00 IS CODE = 7 ---------------------------------------------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 11 *•*rt,ka,tr*,r,rtr*,t+t*****,t***,t*,t,e*sr,r,t,r****,r,�*,t,rrr,t,v*,tw*,t,t,r***rc«*,t«***,r,t,t+r*,t,t,t,t *,t,t,t FLOW PROCESS FROM NODE 3000.00 TO NODE 3000.00 IS CODE = 3 ------------------------------------------ --------------------------------- >>>>>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 12.60 .100 3 2.00 18.00 2.480 4 4.00 30.24 7.290 5 6.00 43.20 13.560 6 8.00 43.21 21.550 7 10.00 43.22 31.260 8 12.00 43.23 42.760 9 14.00 43.24 56.220 10 16.00 43.26 72.000 INFLOW (STREAM 1) I V effective depth ----------- (and volume) ..V........ detention <--> outflow basin ......... ----------- dead outlet Fbasin V storage OUTFLOW --------- (STREAM 1) ------------------------------------------------------------ BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 2.2 .02 2.2 .017 24.083 .000 2.6 .02 2.3 .019 24.167 .000 3.9 .03 2.9 .026 24.250 .000 6.2 .04 4.2 .040 24.333 .000 9.5 .06 6.4 .062 24.417 .000 13.1 .09 9.4 .087 24.500 .000 16.5 .12 11.8 .120 24.583 .000 19.3 .15 12.7 .165 24.667 .000 21.3 .20 12.8 .223 24.750 .000 22.7 .25 13.0 .290 24.833 .000 23.7 .31 13.1 .364 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 12 24.917 .000 24.5 .37 13.3 .441 25.000 .000 25.2 .44 13.5 .522 25.083 .000 25.8 .50 13.7 .606 25.167 .000 26.4 .57 13.8 .692 25.250 .000 26.8 .64 14.0 .780 25.333 .000 27.3 .71 14.2 .870 25.417 .000 27.7 .79 14.5 .961 25.500 .000 28.1 .86 14.7 1.054 25.583 .000 28.4 .94 14.9 1.147 25.667 .000 28.7 1.01 15.1 1.240 25.750 .000 29.0 1.09 15.3 1.335 25.833 .000 29.3 1.16 15.5 1.430 25.917 .000 29.5 1.24 15.7 1.525 26.000 .000 29.8 1.31 15.9 1.620 26.083 .000 30.0 1.39 16.2 1.716 26.167 .000 30.2 1.47 16.4 1.811 26.250 .000 30.4 1.54 16.6 1.906 26.333 .000 30.6 1.62 16.8 2.001 26.417 .000 30.8 1.69 17.0 2.096 26.500 .000 31.0 1.77 17.2 2.191 26.583 .000 31.2 1.84 17.5 2.286 26.667 .000 31.3 1.92 17.7 2.380 26.750 .000 31.5 1.99 17.9 2.474 26.833 .000 31.7 2.04 18.1 2.567 26.917 .000 31.8 2.07 18.3 2.660 27.000 .000 32.0 2.11 18.6 2.752 27.083 .000 32.1 2.15 18.8 2.844 27.167 .000 32.3 2.19 19.0 2.935 27.250 .000 32.4 2.23 19.3 3.025 27.333 .000 32.5 2.26 19.5 3.115 27.417 .000 32.6 2.30 19.7 3.204 27.500 .000 32.8 2.34 20.0 3.292 27.583 .000 32.9 2.37 20.2 3.379 27.667 .000 33.0 2.41 20.4 3.466 27.750 .000 33.1 2.45 20.6 3.552 27.833 .000 33.3 2.48 20.8 3.638 27.917 .000 33.4 2.52 21.1 3.723 28.000 .000 33.5 2.55 21.3 3.807 28.083 .000 33.6 2.59 21.5 3.891 28.167 .000 33.7 2.62 21.7 3.973 28.250 .000 33.8 2.65 21.9 4.055 28.333 .000 33.9 2.69 22.1 4.136 28.417 .000 34.0 2.72 22.3 4.216 28.500 .000 34.1 2.76 22.5 4.296 28.583 .000 34.1 2.79 22.7 4.374 28.667 .000 34.2 2.82 22.9 4.452 28.750 .000 34.3 2.85 23.1 4.530 28.833 .000 34.4 2.88 23.3 4.606 28.917 .000 34.5 2.92 23.5 4.682 29.000 .000 34.6 2.95 23.7 4.757 29.083 .000 34.7 2.98 23.9 4.832 29.167 .000 34.8 3.01 24.1 4.905 29.250 .000 34.9 3.04 24.3 4.979 29.333 .000 35.0 3.07 24.5 5.051 29.417 .000 35.1 3.10 24.6 5.123 29.500 .000 35.2 3.13 24.8 5.195 29.583 .000 35.3 3.16 25.0 5.266 29.667 .000 35.4 3.19 25.2 5.336 29.750 .000 35.5 3.22 25.4 5.406 29.833 .000 35.6 3.25 25.5 5.476 29.917 .000 35.7 3.27 25.7 5.545 30.000 .000 35.8 3.30 25.9 5.613 30.083 .000 35.9 3.33 26.1 5.681 30.167 .000 36.0 3.36 26.2 5.749 30.250 .000 36.2 3.39 26.4 5.816 30.333 .000 36.3 3.41 26.6 5.883 30.417 .000 36.4 3.44 26.7 5.949 30.500 .000 36.5 3.47 26.9 6.015 30.583 .000 36.6 3.50 27.1 6.081 NODE3000.0UT Thursday, August 10, 1995 3:49 pm Page 13 30.667 .000 36.7 3.52 27.2 6.146 30.750 .000 36.9 3.55 27.4 6.211 30.833 .000 37.0 3.58 27.6 6.276 30.917 .000 37.1 3.61 27.7 6.340 31.000 .000 37.2 3.63 27.9 6.405 31.083 .000 37.3 3.66 28.1 6.468 31.167 .000 37.5 3.68 28.2 6.532 31.250 .000 37.6 3.71 28.4 6.595 31.333 .000 37.7 3.74 28.6 6.659 31.417 .000 37.9 3.76 28.7 6.722 31.500 .000 38.0 3.79 28.9 6.784 31.583 .000 38.1 3.82 29.0 6.847 31.667 .000 38.3 3.84 29.2 6.909 31.750 .000 38.4 3.87 29.4 6.972 31.833 .000 38.5 3.89 29.5 7.034 31.917 .000 38.7 3.92 29.7 7.096 32.000 .000 38.8 3.95 29.8 7.158 32.083 .000 39.0 3.97 30.0 7.220 32.167 .000 39.1 4.00 30.1 7.282 32.250 .000 39.3 4.02 30.3 7.344 32.333 .000 39.4 4.04 30.4 7.406 32.417 .000 39.6 4.06 30.5 7.468 32.500 .000 39.7 4.08 30.7 7.530 32.583 .000 39.9 4.10 30.8 7.593 32.667 .000 40.0 4.12 30.9 7.655 32.750 .000 40.2 4.14 31.1 7.718 32.833 .000 40.4 4.16 31.2 7.782 32.917 .000 40.5 4.18 31.3 7.845 33.000 .000 40.7 4.20 31.5 7.909 33.083 .000 40.9 4.22 31.6 7.973 33.167 .000 41.1 4.24 31.7 8.037 33.250 .000 41.2 4.26 31.9 8.102 33.333 .000 41.4 4.28 32.0 8.167 33.417 .000 41.6 4.30 32.1 8.232 33.500 .000 41.8 4.32 32.3 8.298 33.583 .000 42.0 4.34 32.4 8.364 33.667 .000 42.2 4.36 32.5 8.430 33.750 .000 42.4 4.38 32.7 8.497 33.833 .000 42.6 4.41 32.8 8.564 33.917 .000 42.8 4.43 32.9 8.632 34.000 .000 43.0 4.45 33.1 8.700 34.083 .000 43.2 4.47 33.2 8.768 34.167 .000 43.4 4.49 33.4 8.837 34.250 .000 43.6 4.52 33.5 8.907 34.333 .000 43.8 4.54 33.7 8.977 34.417 .000 44.1 4.56 33.8 9.048 34.500 .000 44.3 4.58 33.9 9.119 34.583 .000 44.5 4.61 34.1 9.191 34.667 .000 44.8 4.63 34.2 9.263 34.750 .000 45.0 4.65 34.4 9.336 34.833 .000 45.3 4.68 34.5 9.410 34.917 .000 45.5 4.70 34.7 9.485 35.000 .000 45.8 4.72 34.9 9.560 35.083 .000 46.0 4.75 35.0 9.636 35.167 .000 46.3 4.77 35.2 9.712 35.250 .000 46.6 4.80 35.3 9.790 35.333 .000 46.9 4.82 35.5 9.868 35.417 .000 47.1 4.85 35.7 9.947 35.500 .000 47.4 4.87 35.8 10.027 35.583 .000 47.7 4.90 36.0 10.108 35.667 .000 48.0 4.93 36.1 10.190 35.750 .000 48.4 4.95 36.3 10.273 35.833 .000 48.7 4.98 36.5 10.357 35.917 .000 49.0 5.01 36.7 10.442 36.000 .000 49.4 5.03 36.8 10.528 36.083 .000 49.6 5.06 37.0 10.615 36.167 .000 49.8 5.09 37.2 10.702 36.250 .000 49.8 5.12 37.4 10.787 36.333 .000 49.7 5.14 37.6 10.871 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 14 36.417 .000 49.6 5.17 37.7 10.953 36.500 .000 49.7 5.19 37.9 11.034 36.583 .000 49.9 5.22 38.1 11.115 36.667 .000 50.1 5.25 38.2 11.197 36.750 .000 50.5 5.27 38.4 11.280 36.833 .000 50.9 5.30 38.6 11.365 36.917 .000 51.3 5.33 38.8 11.451 37.000 .000 51.7 5.36 38.9 11.539 37.083 .000 52.2 5.38 39.1 11.630 37.167 .000 52.7 5.41 39.3 11.722 37.250 .000 53.2 5.44 39.5 11.816 37.333 .000 53.7 5.47 39.7 11.913 37.417 .000 54.3 5.51 39.9 12.012 37.500 .000 54.9 5.54 40.1 12.114 37.583 .000 55.5 5.57 40.3 12.218 37.667 .000 56.1 5.61 40.5 12.326 37.750 .000 56.8 5.64 40.8 12.436 37.833 .000 57.5 5.68 41.0 12.550 37.917 .000 58.2 5.72 41.2 12.667 38.000 .000 59.0 5.75 41.5 12.787 38.083 .000 59.9 5.79 41.7 12.913 38.167 .000 61.0 5.84 42.0 13.044 38.250 .000 62.4 5.88 42.3 13.182 38.333 .000 64.0 5.93 42.6 13.330 38.417 .000 65.7 5.98 42.9 13.488 38.500 .000 67.4 6.02 43.1 13.655 38.583 .000 69.0 6.07 43.2 13.832 38.667 .000 70.5 6.12 43.2 14.020 38.750 .000 72.0 6.16 43.2 14.219 38.833 .000 73.5 6.22 43.2 14.427 38.917 .000 75.0 6.27 43.2 14.647 39.000 .000 76.7 6.33 43.2 14.877 39.083 .000 78.4 6.39 43.2 15.120 39.167 .000 80.3 6.45 43.2 15.376 39.250 .000 82.7 6.52 43.2 15.647 39.333 .000 85.7 6.60 43.2 15.940 39.417 .000 88.7 6.67 43.2 16.253 39.500 .000 90.7 6.76 43.2 16.580 39.583 .000 91.6 6.84 43.2 16.913 39.667 .000 91.4 6.92 43.2 17.245 39.750 .000 92.4 7.01 43.2 17.584 39.833 .000 97.1 7.10 43.2 17.955 39.917 .000 110.6 7.22 43.2 18.419 40.000 .000 140.5 7.38 43.2 19.089 40.083 .000 217.7 7.68 43.2 20.291 40.167 .000 333.6 8.15 43.2 22.291 40.250 .000 449.6 8.73 43.2 25.090 40.333 .000 535.4 9.43 43.2 28.480 40.417 .000 558.1 10.13 43.2 32.026 40.500 .000 527.6 10.71 43.2 35.362 40.583 .000 451.2 11.20 43.2 38.172 40.667 .000 354.0 11.57 43.2 40.312 40.750 .000 283.9 11.86 43.2 41.970 40.833 .000 238.3 12.08 43.2 43.313 40.917 .000 204.6 12.25 43.2 44.425 41.000 .000 183.2 12.39 43.2 45.388 41.083 .000 168.7 12.52 43.2 46.252 41.167 .000 155.7 12.63 43.2 47.027 41.250 .000 144.3 12.74 43.2 47.723 41.333 .000 135.3 12.83 43.2 48.357 41.417 .000 127.2 12.92 43.2 48.935 41.500 .000 118.4 12.99 43.2 49.453 41.583 .000 111.4 13.06 43.2 49.922 41.667 .000 106.0 13.13 43.2 50.355 41.750 .000 102.4 13.19 43.2 50.762 41.833 .000 96.4 13.24 43.2 51.128 41.917 .000 90.9 13.29 43.2 51.457 42.000 .000 88.0 13.34 43.2 51.765 42.083 .000 83.8 13.38 43.2 52.044 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 15 42.167 .000 80.1 13.42 43.2 52.298 42.250 .000 78.6 13.45 43.2 52.542 42.333 .000 77.3 13.49 43.2 52.776 42.417 .000 75.8 13.52 43.2 53.000 42.500 .000 74.3 13.55 43.2 53.214 42.583 .000 71.5 13.58 43.2 53.409 42.667 .000 68.8 13.61 43.2 53.585 42.750 .000 67.5 13.63 43.2 53.752 42.833 .000 65.6 13.66 43.2 53.906 42.917 .000 63.8 13.68 43.2 54.048 43.000 .000 62.6 13.70 43.2 54.181 43.083 .000 60.8 13.71 43.2 54.302 43.167 .000 59.1 13.73 43.2 54.411 43.250 .000 57.9 13.75 43.2 54.512 43.333 .000 56.2 13.76 43.2 54.601 43.417 .000 54.8 13.77 43.2 54.680 43.500 .000 54.1 13.78 43.2 54.755 43.583 .000 53.5 13.79 43.2 54.825 43.667 .000 52.9 13.80 43.2 54.892 43.750 .000 52.2 13.81 43.2 54.954 43.833 .000 51.5 13.82 43.2 55.011 43.917 .000 50.5 13.83 43.2 55.061 44.000 .000 49.2 13.83 43.2 55.101 44.083 .000 46.3 13.84 43.2 55.123 44.167 .000 43.7 13.84 43.2 55.126 44.250 .000 43.1 13.84 43.2 55.125 44.333 .000 42.6 13.84 43.2 55.121 44.417 .000 42.2 13.84 43.2 55.113 44.500 .000 41.7 13.83 43.2 55.103 44.583 .000 41.3 13.83 43.2 55.090 44.667 .000 40.9 13.83 43.2 55.074 44.750 .000 40.6 13.83 43.2 55.055 44.833 .000 40.2 13.82 43.2 55.035 44.917 .000 39.9 13.82 43.2 55.011 45.000 .000 39.5 13.82 43.2 54.986 45.083 .000 39.2 13.81 43.2 54.958 45.167 .000 38.9 13.81 43.2 54.928 45.250 .000 38.6 13.80 43.2 54.896 45.333 .000 38.3 13.80 43.2 54.862 45.417 .000 38.0 13.79 43.2 54.827 45.500 .000 37.8 13.79 43.2 54.789 45.583 .000 37.5 13.78 43.2 54.750 45.667 .000 37.3 13.78 43.2 54.708 45.750 .000 37.0 13.77 43.2 54.665 45.833 .000 36.8 13.76 43.2 54.621 45.917 .000 36.5 13.76 43.2 54.574 46.000 .000 36.3 13.75 43.2 54.527 46.083 .000 36.1 13.74 43.2 54.477 46.167 .000 35.8 13.73 43.2 54.426 46.250 .000 35.6 13.73 43.2 54.374 46.333 .000 35.4 13.72 43.2 54.320 46.417 .000 35.2 13.71 43.2 54.265 46.500 .000 35.0 13.70 43.2 54.208 46.583 .000 34.8 13.69 43.2 54.150 46.667 .000 34.6 13.68 43.2 54.090 46.750 .000 34.4 13.67 43.2 54.029 46.833 .000 34.2 13.67 43.2 53.967 46.917 .000 34.0 13.66 43.2 53.904 47.000 .000 33.9 13.65 43.2 53.839 47.083 .000 33.7 13.64 43.2 53.773 47.167 .000 33.5 13.63 43.2 53.706 47.250 .000 33.3 13.62 43.2 53.638 47.333 .000 33.2 13.61 43.2 53.569 47.417 .000 33.0 13.60 43.2 53.498 47.500 .000 32.8 13.58 43.2 53.427 47.583 .000 32.7 13.57 43.2 53.354 47.667 .000 32.5 13.56 43.2 53.280 47.750 .000 32.4 13.55 43.2 53.205 47.833 .000 32.2 13.54 43.2 53.130 NODE3000.01JT Thursday, August 10, 1995 3:49 pm Page 16 47.917 .000 32.1 13.53 43.2 53.053 48.000 .000 31.9 13.52 43.2 52.975 48.083 .000 31.3 13.51 43.2 52.893 48.167 .000 29.6 13.49 43.2 52.799 48.250 .000 26.7 13.47 43.2 52.684 48.333 .000 22.8 13.45 43.2 52.543 48.417 .000 18.8 13.43 43.2 52.375 48.500 .000 15.1 13.40 43.2 52.181 48.583 .000 12.2 13.37 43.2 51.967 48.667 .000 10.2 13.33 43.2 51.740 48.750 .000 8.7 13.30 43.2 51.502 48.833 .000 7.7 13.26 43.2 51.257 48.917 .000 6.8 13.23 43.2 51.006 49.000 .000 6.2 13.19 43.2 50.751 49.083 .000 5.6 13.15 43.2 50.491 49.167 .000 5.0 13.11 43.2 50.228 49.250 .000 4.6 13.07 43.2 49.962 49.333 .000 4.2 13.03 43.2 49.693 49.416 .000 3.8 12.99 43.2 49.421 49.500 .000 3.5 12.95 43.2 49.148 49.583 .000 3.2 12.91 43.2 48.872 49.666 .000 2.9 12.87 43.2 48.594 49.750 .000 2.6 12.83 43.2 48.314 49.833 .000 2.4 12.78 43.2 48.033 49.916 .000 2.2 12.74 43.2 47.751 50.000 .000 2.0 12.70 43.2 47.467 50.083 .000 1.8 12.66 43.2 47.182 50.166 .000 1.7 12.61 43.2 46.896 50.250 .000 1.6 12.57 43.2 46.609 50.333 .000 1.4 12.53 43.2 46.321 50.416 .000 1.3 12.49 43.2 46.032 50.500 .000 1.2 12.44 43.2 45.742 50.583 .000 1.0 12.40 43.2 45.452 50.666 .000 1.0 12.36 43.2 45.160 50.750 .000 .9 12.31 43.2 44.868 50.833 .000 .8 12.27 43.2 44.576 50.916 .000 .7 12.23 43.2 44.283 51.000 .000 .6 12.18 43.2 43.989 51.083 .000 .5 12.14 43.2 43.695 51.166 .000 .5 12.10 43.2 43.401 51.250 .000 .4 12.05 43.2 43.106 51.333 .000 .4 12.01 43.2 42.811 51.416 .000 .3 11.96 43.2 42.515 51.500 .000 .3 11.91 43.2 42.219 51.583 .000 .2 11.85 43.2 41.923 51.666 .000 .2 11.80 43.2 41.627 51.750 .000 .1 11.75 43.2 41.330 51.833 .000 .1 11.70 43.2 41.033 51.916 .000 .0 11.65 43.2 40.736 52.000 .000 .0 11.60 43.2 40.438 52.083 .000 .0 11.54 43.2 40.140 52.166 .000 .0 11.49 43.2 39.843 52.250 .000 .0 11.44 43.2 39.545 52.333 .000 .0 11.39 43.2 39.247 52.416 .000 .0 11.34 43.2 38.950 52.500 .000 .0 11.29 43.2 38.652 52.583 .000 .0 11.23 43.2 38.354 52.666 .000 .0 11.18 43.2 38.056 52.750 .000 .0 11.13 43.2 37.759 52.833 .000 .0 11.08 43.2 37.461 52.916 .000 .0 11.03 43.2 37.163 53.000 .000 .0 10.97 43.2 36.866 53.083 .000 .0 10.92 43.2 36.568 53.166 .000 .0 10.87 43.2 36.270 53.250 .000 .0 10.82 43.2 35.972 53.333 .000 .0 10.77 43.2 35.675 53.416 .000 .0 10.72 43.2 35.377 53.500 .000 .0 10.66 43.2 35.079 53.583 .000 .0 10.61 43.2 34.782 NODE3000.0UT Thursday, August 10, 1995 3:49 prn Page 17 53.666 .000 .0 10.56 43.2 34.484 53.750 .000 .0 10.51 43.2 34.186 53.833 .000 .0 10.46 43.2 33.889 53.916 .000 .0 10.41 43.2 33.591 54.000 .000 .0 10.35 43.2 33.293 54.083 .000 .0 10.30 43.2 32.996 54.166 .000 .0 10.25 43.2 32.698 54.250 .000 .0 10.20 43.2 32.400 54.333 .000 .0 10.15 43.2 32.102 54.416 .000 .0 10.09 43.2 31.805 54.500 .000 .0 10.04 43.2 31.507 54.583 .000 .0 9.99 43.2 31.209 54.666 .000 .0 9.93 43.2 30.912 54.750 .000 .0 9.87 43.2 30.614 54.833 .000 .0 9.81 43.2 30.316 54.916 .000 .0 9.74 43.2 30.019 55.000 .000 .0 9.68 43.2 29.721 55.083 .000 .0 9.62 43.2 29.423 55.166 .000 .0 9.56 43.2 29.126 55.250 .000 .0 9.50 43.2 28.828 55.333 .000 .0 9.44 43.2 28.531 55.416 .000 .0 9.38 43.2 28.233 55.500 .000 .0 9.32 43.2 27.935 55.583 .000 .0 9.25 43.2 27.638 55.666 .000 .0 9.19 43.2 27.340 55.750 .000 .0 9.13 43.2 27.042 55.833 .000 .0 9.07 43.2 26.745 55.916 .000 .0 9.01 43.2 26.447 56.000 .000 .0 8.95 43.2 26.149 56.083 .000 .0 8.89 43.2 25.852 56.166 .000 .0 8.82 43.2 25.554 56.250 .000 .0 8.76 43.2 25.257 56.333 .000 .0 8.70 43.2 24.959 56.416 .000 .0 8.64 43.2 24.661 56.500 .000 .0 8.58 43.2 24.364 56.583 .000 .0 8.52 43.2 24.066 56.666 .000 .0 8.46 43.2 23.768 56.750 .000 .0 8.40 43.2 23.471 56.833 .000 .0 8.33 43.2 23.173 56.916 .000 .0 8.27 43.2 22.876 57.000 .000 .0 8.21 43.2 22.578 57.083 .000 .0 8.15 43.2 22.280 57.166 .000 .0 8.09 43.2 21.983 57.250 .000 .0 8.03 43.2 21.685 57.333 .000 .0 7.96 43.2 21.388 57.416 .000 .0 7.88 43.2 21.090 57.500 .000 .0 7.81 43.2 20.792 57.583 .000 .0 7.74 43.2 20.495 57.666 .000 .0 7.66 43.2 20.197 57.750 .000 .0 7.59 43.2 19.900 57.833 .000 .0 7.51 43.2 19.602 57.916 .000 .0 7.44 43.2 19.304 58.000 .000 .0 7.36 43.2 19.007 58.083 .000 .0 7.29 43.2 18.709 58.166 .000 .0 7.21 43.2 18.412 58.250 .000 .0 7.14 43.2 18.114 58.333 .000 .0 7.07 43.2 17.817 58.416 .000 .0 6.99 43.2 17.519 58.500 .000 .0 6.92 43.2 17.222 58.583 .000 .0 6.84 43.2 16.924 58.666 .000 .0 6.77 43.2 16.626 58.750 .000 .0 6.69 43.2 16.329 58.833 .000 .0 6.62 43.2 16.031 58.916 .000 .0 6.54 43.2 15.734 59.000 .000 .0 6.47 43.2 15.436 59.083 .000 .0 6.40 43.2 15.139 59.166 .000 .0 6.32 43.2 14.841 59.250 .000 .0 6.25 43.2 14.544 59.333 .000 .0 6.17 43.2 14.246 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 18 59.416 .000 .0 6.10 43.2 13.949 59.500 .000 .0 6.02 43.2 13.651 59.583 .000 .0 5.93 43.0 13.355 59.666 .000 .0 5.84 42.5 13.062 59.750 .000 .0 5.75 41.9 12.774 59.833 .000 .0 5.66 41.3 12.490 59.916 .000 .0 5.57 40.7 12.209 60.000 .000 .0 5.48 40.1 11.933 60.083 .000 .0 5.39 39.6 11.661 60.166 .000 .0 5.31 39.0 11.392 60.250 .000 .0 5.22 38.4 11.127 60.333 .000 .0 5.14 37.9 10.866 60.416 .000 .0 5.06 37.4 10.609 60.500 .000 .0 4.98 36.8 10.355 60.583 .000 .0 4.90 36.3 10.105 60.666 .000 .0 4.82 35.8 9.859 60.750 .000 .0 4.74 35.3 9.615 60.833 .000 .0 4.67 34.8 9.376 60.916 .000 .0 4.59 34.3 9.140 61.000 .000 .0 4.52 33.8 8.907 61.083 .000 .0 4.44 33.3 8.677 61.166 .000 .0 4.37 32.9 8.451 61.250 .000 .0 4.30 32.4 8.227 61.333 .000 .0 4.23 32.0 8.007 61.416 .000 .0 4.16 31.5 7.790 61.500 .000 .0 4.09 31.1 7.577 61.583 .000 .0 4.02 30.6 7.366 61.666 .000 .0 3.95 30.2 7.158 61.750 .000 .0 3.86 29.6 6.954 61.833 .000 .0 3.78 29.1 6.753 61.916 .000 .0 3.69 28.6 6.556 62.000 .000 .0 3.61 28.1 6.362 62.083 .000 .0 3.54 27.6 6.172 62.166 .000 .0 3.46 27.2 5.985 62.250 .000 .0 3.38 26.7 5.801 62.333 .000 .0 3.31 26.2 5.621 62.416 .000 .0 3.23 25.8 5.443 62.500 .000 .0 3.16 25.3 5.269 62.583 .000 .0 3.09 24.9 5.098 62.666 .000 .0 3.02 24.4 4.929 62.750 .000 .0 2.95 24.0 4.764 62.833 .000 .0 2.88 23.6 4.601 62.916 .000 .0 2.82 23.2 4.441 63.000 .000 .0 2.75 22.8 4.284 63.083 .000 .0 2.69 22.4 4.130 63.166 .000 .0 2.62 22.0 3.979 63.250 .000 .0 2.56 21.6 3.830 63.333 .000 .0 2.50 21.2 3.683 63.416 .000 .0 2.44 20.9 3.540 63.500 .000 .0 2.38 20.5 3.398 63.583 .000 .0 2.32 20.2 3.259 63.666 .000 .0 2.27 19.8 3.123 63.750 .000 .0 2.21 19.5 2.989 63.833 .000 .0 2.16 19.1 2.857 63.916 .000 .0 2.10 18.8 2.728 64.000 .000 .0 2.05 18.5 2.601 64.083 .000 .0 2.00 18.1 2.476 64.166 .000 .0 1.90 17.9 2.353 64.250 .000 .0 1.80 17.6 2.232 64.333 .000 .0 1.71 17.3 2.112 64.416 .000 .0 1.61 17.0 1.995 64.500 .000 .0 1.52 16.8 1.880 64.583 .000 .0 1.43 16.5 1.766 64.666 .000 .0 1.34 16.3 1.654 64.750 .000 .0 1.25 16.0 1.544 64.833 .000 .0 1.17 15.8 1.435 64.916 .000 .0 1.08 15.5 1.329 65.000 .000 .0 1.00 15.3 1.223 65.083 .000 .0 .91 15.0 1.120 NODE3000.OUT Thursday, August 10, 1995 3:49 pm Page 19 65.166 .000 .0 .83 14.8 1.018 65.250 .000 .0 .75 14.6 .918 65.333 .000 .0 .67 14.3 .819 65.416 .000 .0 .60 14.1 .722 65.500 .000 .0 .52 13.9 .626 65.583 .000 .0 .44 13.7 .532 65.666 .000 .0 .37 13.5 .439 65.750 .000 .0 .30 13.3 .347 65.833 .000 .0 .23 13.1 .257 65.916 .000 .0 .16 12.9 .169 66.000 .000 .0 .09 11.9 .087 66.083 .000 .0 .03 7.7 .034 66.166 .000 .0 .01 3.0 .014 66.250 .000 .0 .00 1.2 .005 66.333 .000 .0 .00 .5 .002 66.416 .000 .0 .00 .2 .000 66.500 .000 .0 .00 .0 .000 66.583 .000 .0 .00 .0 .000 66.666 .000 .0 .00 .0 .000 66.750 .000 .0 .00 .0 .000 66.833 .000 .0 .00 .0 .000 66.916 .000 .0 .00 .0 .000 67.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .000 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 128.951 AF BASIN STORAGE = .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 128.951 AF LOSS VOLUME = .000 AF END OF FLOOD ROUTING ANALYSIS NODE3000.00 Thursday, August 10, 1995 3:49 pm Page 20 NODE4000.OUT Thursday, August 10, 1995 3:51 pm Page 1 *wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww*,twwwwwwwwwwwwwwwwwwwwwwwwwwww+tww F L 0 0 D R 0 U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite 0-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 wwwwwwwwwwwwwwwwwwwwwwwwww DESCRIPTION OF STUDY wwww*wwwwwwwwwwwwwwww**www * SUBAREA 4 - BASIN D w * NODE 4000 w w * wwwwwwwww*www,twwww+rwwwwwwwwwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww FILE NAME: SL\NODE4000.DAT TIME/DATE OF STUDY: 15:12 8/10/1995 wwww,twwwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww FLOW PROCESS FROM NODE 4000.00 TO NODE 4000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 70.800 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .50 HOURS. THE 5 -MINUTE PERIM 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) = .423 LOW LOSS FRACTION = .364 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .997 30 -MINUTE FACTOR = .997 1 -HOUR FACTOR = .997 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE4000.OUT Thursday, August 10, 1995 3;51 pm Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 18.581 2 13.591 97.794 3 35.448 187.148 4 62.910 235.132 5 82.281 165.868 6 91.877 82.165 7 96.496 39.550 8 98.279 15.262 9 98.906 5.373 10 99.440 4.573 11 99.776 2.875 12 99.944 1.437 13 100.000 .479 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 3.39 TOTAL EFFECTIVE RAINFALL(INCHES) = 6.51 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 19.9897 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 38.3921 ---------------------------------------------------------------------------- NODE4000.OUT Thursday, August 10, 1995 3:51 pm Page 3 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0 15.583 20.7934 34.62 Q .V , 15.667 21.0237 33.44 Q .V 15.750 21.2553 33.63 Q V 15.833 21.5006 35.61 Q V 15.917 21.7719 39.40 Q V 16.000 22.0985 47.41 Q. V 16.083 22.5756 69.27 Q V , 16.167 23.3906 118.34 QV 16,250 24.5208 164.11 V Q 16.333 25.7497 178.42 V Q 16.417 26.6796 135.03 Q , 16.500 27.2768 86.72 Q V , 16.583 27.6927 60.39 Q V , 16.667 28.0094 45.99 Q, V. , 16.750 28.2803 39.33 Q V. , 16.833 28.5335 36.76 Q V. , 16.917 28.7674 33.97 Q V. 17.000 28.9842 31.47 Q V **************************************************************************** FLOW PROCESS FROM NODE 4000.00 TO NODE 4000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 70.800 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .423 LOW LOSS FRACTION = .555 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .997 30 -MINUTE FACTOR = .997 1 -HOUR FACTOR = .997 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NODE4000.OUT Thursday, August 10, 1995 3:51 pm Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 --------------------------------------------------- UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 18.581 2 13.591 97.794 3 35.448 187.148 4 62.910 235.132 5 82.281 165.868 6 91.877 82.165 7 96.496 39.550 8 98.279 15.262 9 98.906 5.373 10 99.440 4.573 11 99.776 2.875 12 99.944 1.437 13 100.000 .479 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 1.89 TOTAL EFFECTIVE RAINFALL(INCHES) = 1.67 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 11.1751 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 9.8209 ---------------------------------------------------------------------------- NODE4000.OUT Thursday, August 10, 1995 3:51 pm Page 5 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H - ------------------------------------------------------ HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 15.0 30.0 45.0 60.0 15.583 5.2332 8.23 Q V 34.6 15.667 5.2881 7.96 Q .V 33.6 15.750 5.3434 8.04 Q V 39.4 15.833 5.4026 8.59 Q V , 15.917 5.4687 9.60 Q V 164.1 16.000 5.5473 11.40 Q V , 16.083 5.6641 16.96 .Q V 60.4 16.167 5.8830 31.78 40.750 Q V 39.3 16.250 6.2046 46.70 40.916 .0 V Q 16.333 6.5683 52.81 V Q 16.417 6.8415 39.66 QV 16.500 7.0097 24.42 Q V . 16.583 7.1215 16.23 Q V. 16.667 7.2018 11.66 Q V. 16.750 7.2678 9.58 Q V. , 16.833 7.3291 8.90 Q V. _ 16.917 7.3851 8.14 Q V 17.000 7.4365 7.45 Q V , wwwwww*wwwwwwww+wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww*wwwww FLOW PROCESS FROM NODE 4000.00 TO NODE 4000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 35.5 39.583 .0 34.6 39.667 .0 33.4 39.750 .0 33.6 39.833 .0 35.6 39.917 .0 39.4 40.000 .0 47.4 40.083 .0 69.3 40.166 .0 118.3 40.250 .0 164.1 40.333 .0 178.4 40.416 .0 135.0 40.500 .0 86.7 40.583 .0 60.4 40.666 .0 46.0 40.750 .0 39.3 40.833 .0 36.8 40.916 .0 34.0 41.000 .0 31.5 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww****w*wwwwwwwwwwwwwwwwwwwwwwwww FLOW PROCESS FROM NODE 4000.00 TO NODE 4000.00 IS CODE = 7 ---------------------------------------------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE4000.OUT Thursday, August 10, 1995 3:51 pm Page 6 FLOW PROCESS FROM NODE 4000.00 TO NODE 4000.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 5.70 .100 3 2.00 8.00 1.300 4 4.00 13.40 3.560 5 6.00 19.20 7.310 6 8.00 19.21 13.470 INFLOW (STREAM 1) V effective depth ----------- (and volume) ...V........ detention <--> outflow basin ......... ----------- dead basin outlet V storage OUTFLOW (STREAM 1) ---------------------------------------------- BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 3.0 .05 3.0 .053 24.083 .000 3.1 .05 3.0 .054 24.167 .000 4.1 .06 3.2 .060 24.250 .000 6.0 .07 3.8 .075 24.333 .000 8.4 .10 4.9 .098 24.417 .000 10.1 .15 5.7 .129 24.500 .000 10.9 .20 5.8 .164 24.583 .000 11.3 .26 5.9 .202 24.667 .000 11.5 .32 5.9 .240 24.750 .000 11.6 .38 6.0 .279 24.833 .000 11.7 .44 6.1 .317 24.917 .000 11.7 .50 6.2 .356 25.000 .000 11.8 .57 6.2 .394 25.083 .000 11.8 .63 6.3 .432 25.167 .000 11.8 .68 6.4 .469 NODE4000.00 Thursday, August 10, 1995 3:51 pm Page 7 25.250 .000 11.8 .74 6.4 .506 25.333 .000 11.9 .80 6.5 .543 25.417 .000 11.9 .86 6.6 .580 25.500 .000 11.9 .92 6.7 .616 25.583 .000 11.9 .97 6.7 .652 25.667 .000 12.0 1.03 6.8 .688 25.750 .000 12.0 1.09 6.9 .723 25.833 .000 12.0 1.14 6.9 .758 25.917 .000 12.0 1.20 7.0 .793 26.000 .000 12.1 1.25 7.1 .827 26.083 .000 12.1 1.31 7.1 .862 26.167 .000 12.1 1.36 7.2 .896 26.250 .000 12.2 1.41 7.3 .929 26.333 .000 12.2 1.47 7.3 .963 26.417 .000 12.2 1.52 7.4 .996 26.500 .000 12.2 1.57 7.4 1.029 26.583 .000 12.3 1.62 7.5 1.062 26.667 .000 12.3 1.67 7.6 1.094 26.750 .000 12.3 1.73 7.6 1.127 26.833 .000 12.4 1.78 7.7 1.159 26.917 .000 12.4 1.83 7.8 1.191 27.000 .000 12.4 1.88 7.8 1.222 27.083 .000 12.4 1.93 7.9 1.254 27.167 .000 12.5 1.98 7.9 1.285 27.250 .000 12.5 2.01 8.0 1.316 27.333 .000 12.5 2.04 8.1 1.346 27.417 .000 12.6 2.07 8.1 1.377 27.500 .000 12.6 2.09 8.2 1.407 27.583 .000 12.6 2.12 8.3 1.437 27.667 .000 12.7 2.15 8.4 1.466 27.750 .000 12.7 2.17 8.4 1.496 27.833 .000 12.7 2.20 8.5 1.525 27.917 .000 12.8 2.22 8.6 1.554 28.000 .000 12.8 2.25 8.6 1.582 28.083 .000 12.8 2.27 8.7 1,610 28.167 .000 12.9 2.30 8.8 1.638 28.250 .000 12.9 2.32 8.8 1.666 28.333 .000 12.9 2.35 8.9 1.694 28.417 .000 13.0 2.37 9.0 1.721 28.500 .000 13.0 2.40 9.0 1.749 28.583 .000 13.0 2.42 9.1 1.776 28.667 .000 13.1 2.44 9.2 1.802 28.750 .000 13.1 2.47 9.2 1.829 28.833 .000 13.1 2.49 9.3 1.855 28.917 .000 13.2 2.51 9.4 1.882 29.000 .000 13.2 2.54 9.4 1.908 29.083 .000 13.2 2.56 9.5 1.934 29.167 .000 13.3 2.58 9.5 1.959 29.250 .000 13.3 2.61 9.6 1.985 29.333 .000 13.4 2.63 9.7 2.010 29.417 .000 13.4 2.65 9.7 2.036 29.500 .000 13.4 2.67 9.8 2.061 29.583 .000 13.5 2.70 9.8 2.086 29.667 .000 13.5 2.72 9.9 2.111 29.750 .000 13.6 2.74 10.0 2.135 29.833 ,000 13.6 2.76 10.0 2.160 29.917 .000 13.6 2.78 10.1 2.184 30.000 .000 13.7 2.80 10.1 2.209 30.083 .000 13.7 2.83 10.2 2.233 30.167 .000 13.8 2.85 10.3 2.257 30.250 .000 13.8 2.87 10.3 2.281 30.333 .000 13.9 2.89 10.4 2.305 30.417 .000 13.9 2.91 10.4 2.329 30.500 .000 13.9 2.93 10.5 2.353 30.583 .000 14.0 2.95 10.5 2,376 30.667 .000 14.0 2.97 10.6 2.400 30.750 .000 14.1 2.99 10.7 2.424 30.833 .000 14.1 3.02 10.7 2.447 30.917 .000 14.2 3.04 10.8 2.471 NODE4000.OUT Thursday, August 10, 1995 3:51 pm page 8 31.000 .000 14.2 3.06 10.8 2.494 31.083 .000 14.3 3.08 10.9 2.517 31.167 .000 14.3 3.10 10.9 2.541 31.250 .000 14.4 3.12 11.0 2.564 31.333 .000 14.4 3.14 11.0 2.587 31.417 .000 14.5 3.16 11.1 2.610 31.500 .000 14.5 3.18 11.2 2.633 31.583 .000 14.6 3.20 11.2 2.657 31.667 .000 14.6 3.22 11.3 2.680 31.750 .000 14.7 3.24 11.3 2.703 31.833 .000 14.7 3.26 11.4 2.726 31.917 .000 14.8 3.28 11.4 2.749 32.000 .000 14.8 3.30 11.5 2.772 32.083 .000 14.9 3.32 11.5 2.795 32.167 .000 15.0 3.34 11.6 2.818 32.250 .000 15.0 3.36 11.7 2.842 32.333 .000 15.1 3.38 11.7 2.865 32.417 .000 15.1 3.41 11.8 2.888 32.500 .000 15.2 3.43 11.8 2.911 32.583 .000 15.3 3.45 11.9 2.935 32.667 .000 15.3 3.47 11.9 2.958 32.750 .000 15.4 3.49 12.0 2.982 32.833 .000 15.5 3.51 12.0 3.005 32.917 .000 15.5 3.53 12.1 3.029 33.000 .000 15.6 3.55 12.2 3.052 33.083 .000 15.7 3.57 12.2 3.076 33.167 .000 15.7 3.59 12.3 3.100 33.250 .000 15.8 3.61 12.3 3.124 33.333 .000 15.9 3.64 12.4 3.148 33.417 .000 15.9 3.66 12.4 3.172 33.500 .000 16.0 3.68 12.5 3.196 33.583 .000 16.1 3.70 12.6 3.220 33.667 .000 16.2 3.72 12.6 3.245 33.750 .000 16.2 3.74 12.7 3.269 33.833 .000 16.3 3.76 12.7 3.294 33.917 .000 16.4 3.79 12.8 3.319 34.000 .000 16.5 3.81 12.9 3.344 34.083 .000 16.6 3.83 12.9 3.369 34.167 .000 16.7 3.85 13.0 3.394 34.250 .000 16.7 3.88 13.0 3.420 34.333 .000 16.8 3.90 13.1 3.446 34.417 .000 16.9 3.92 13.2 3.472 34.500 .000 17.0 3.94 13.2 3.498 34.583 .000 17.1 3.97 13.3 3.524 34.667 .000 17.2 3.99 13.3 3.551 34.750 .000 17.3 4.01 13.4 3.578 34.833 .000 17.4 4.02 13.4 3.605 34.917 .000 17.5 4.04 13.5 3.632 35.000 .000 17.6 4.05 13.5 3.660 35.083 .000 17.7 4.07 13.6 3.689 35.167 .000 17.8 4.08 13.6 3.718 35.250 .000 17.9 4.10 13.7 3.747 35.333 .000 18.0 4.12 13.7 3.777 35.417 .000 18.2 4.13 13.8 3.807 35.500 .000 18.3 4.15 13.8 3.838 35.583 .000 18.4 4.17 13.9 3.869 35.667 .000 18.5 4.18 13.9 3.901 35.750 .000 18.7 4.20 14.0 3.934 35.833 .000 18.8 4.22 14.0 3.967 35.917 .000 18.9 4.23 14.1 4.000 36.000 .000 19.1 4.25 14.1 4.034 36.083 .000 19.1 4.27 14.2 4.068 36.167 .000 19.0 4.29 14.2 4.101 36.250 .000 18.6 4.30 14.3 4.131 36.333 .000 18.0 4.32 14.3 4.156 36.417 .000 17.6 4.33 14.3 4.179 36.500 .000 17.5 4.34 14.4 4.201 36.583 .000 17.6 4.35 14.4 4.223 36.667 .000 17.7 4.37 14.4 4.245 NODE4000.0UT Thursday, August 10, 1995 3:51 pm Page 9 36.750 .000 17.9 4.38 14.5 4.269 36.833 .000 18.1 4.39 14.5 4,293 36.917 .000 18.3 4.40 14.6 4.319 37.000 .000 18.5 4.42 14.6 4.346 37.083 .000 18.7 4.43 14.6 4.374 37.167 .000 18.9 4.45 14.7 4.403 37.250 .000 19.2 4.47 14.7 4.434 37.333 .000 19.4 4.48 14.8 4.466 37.417 .000 19.7 4.50 14.8 4.499 37.500 .000 19.9 4.52 14.9 4.534 37.583 .000 20.2 4.54 14.9 4.571 37.667 .000 20.5 4.56 15.0 4.609 37.750 .000 20.8 4.58 15.1 4.649 37.833 .000 21.1 4.60 15.1 4.690 37.917 .000 21.5 4.63 15.2 4.733 38.000 .000 21.8 4.65 15.3 4.779 38.083 .000 22.3 4.68 15.3 4.827 38.167 .000 22.9 4.70 15.4 4.878 38.250 .000 23.8 4.73 15.5 4.936 38.333 .000 24.8 4.77 15.6 4.999 38.417 .000 25.7 4.80 15.7 5.069 38.500 .000 26.4 4.84 15.8 5.142 38.583 .000 27.0 4.88 15.9 5.219 38.667 .000 27.7 4.93 16.0 5.299 38.750 .000 28.3 4.97 16.2 5.382 38.833 .000 28.9 5.02 16.3 5.469 38.917 .000 29.6 5.07 16.4 5.560 39.000 .000 30.4 5.12 16.6 5.655 39.083 .000 31.2 5.17 16.7 5.755 39.167 .000 32.2 5.23 16.9 5.861 39.250 .000 33.2 5.29 17.0 5.972 39.333 .000 34.3 5.35 17.2 6.090 39.417 .000 35.4 5.42 17.4 6.214 39.500 .000 35.5 5.48 17.6 6.337 39.583 .000 34.6 5.54 17.8 6.453 39.667 .000 33.4 5.60 18.0 6.560 39.750 .000 33.6 5.66 18.1 6.667 39.833 .000 35.6 5.72 18.3 6.786 39.917 .000 39.4 5.80 18.5 6.930 40.000 .000 47.4 5.90 18.8 7.127 40.083 .000 69.3 6.05 19.1 7.473 40.167 .000 118.3 6.27 19.2 8.156 40.250 .000 164.1 6.60 19.2 9.154 40.333 .000 178.4 6.95 19.2 10.250 40.417 .000 135.0 7.21 19.2 11.048 40.500 .000 86.7 7.36 19.2 11.513 40.583 .000 60.4 7.46 19.2 11.796 40.667 .000 46.0 7.52 19.2 11.981 40.750 .000 39.3 7.56 19.2 12.119 40.833 .000 36.8 7.60 19.2 12.240 40.917 .000 34.0 7.63 19.2 12.342 41.000 .000 31.5 7.66 19.2 12.426 41.083 .000 29.4 7.68 19.2 12.497 41.167 .000 27.6 7.70 19.2 12.554 41.250 .000 26.0 7.72 19.2 12.601 41.333 .000 24.4 7.73 19.2 12.637 41.417 .000 23.1 7.74 19.2 12.664 41.500 .000 22.1 7.74 19.2 12.685 41.583 .000 21.3 7.75 19.2 12.699 41.667 .000 20.6 7.75 19.2 12.709 41.750 .000 20.0 7.75 19.2 12.715 41.833 .000 19.5 7.76 19.2 12.717 41.917 .000 19.0 7.75 19.2 12.715 42.000 .000 18.5 7.75 19.2 12.711 42.083 .000 18.2 7.75 19.2 12.704 42.167 .000 18.1 7.75 19.2 12.696 42.250 .000 18.3 7.75 19.2 12.690 42.333 .000 18.7 7.75 19.2 12.686 42.417 .000 18.9 7.74 19.2 12.684 NODE4000.0UT Thursday, August 10, 1995 3:51 pm Page 10 42.500 .000 18.9 7.74 19.2 12.682 42.583 .000 18.7 7.74 19.2 12.678 42.667 .000 18.5 7.74 19.2 12.674 42.750 .000 18.3 7.74 19.2 12.667 42.833 .000 18.0 7.74 19.2 12.659 42.917 .000 17.8 7.73 19.2 12.650 43.000 .000 17.6 7.73 19.2 12.639 43.083 .000 17.4 7.73 19.2 12.626 43.167 .000 17.2 7.72 19.2 12.613 43.250 .000 17.0 7.72 19.2 12.598 43.333 .000 16.8 7.71 19.2 12.581 43.417 .000 16.7 7.71 19.2 12.564 43.500 .000 16.5 7.70 19.2 12.545 43.583 .000 16.3 7.69 19.2 12.525 43.667 .000 16.2 7.69 19.2 12.504 43.750 .000 16.0 7.68 19.2 12.483 43.833 .000 15.9 7.67 19.2 12.460 43.917 .000 15.7 7.66 19.2 12.436 44.000 .000 15.6 7.66 19.2 12.411 44.083 .000 15.5 7.65 19.2 12.385 44.167 .000 15.3 7.64 19.2 12.358 44.250 .000 15.2 7.63 19.2 12.331 44.333 .000 15.1 7.62 19.2 12.303 44.417 .000 15.0 7.61 19.2 12.273 44.500 .000 14.9 7.60 19.2 12.243 44.583 .000 14.7 7.59 19.2 12.213 44.667 .000 14.6 7.58 19.2 12.181 44.750 .000 14.5 7.57 19.2 12.149 44.833 .000 14.4 7.56 19.2 12.116 44.917 .000 14.3 7.55 19.2 12.082 45.000 .000 14.2 7.54 19.2 12.048 45.083 .000 14.1 7.53 19.2 12.013 45.167 .000 14.0 7.52 19.2 11.977 45.250 .000 13.9 7.50 19.2 11.941 45.333 .000 13.9 7.49 19.2 11.904 45.417 .000 13.8 7.48 19.2 11.867 45.500 .000 13.7 7.47 19.2 11.829 45.583 .000 13.6 7.45 19.2 11.790 45.667 .000 13.5 7.44 19.2 11.751 45.750 .000 13.4 7.43 19.2 11.711 45.833 .000 13.4 7.42 19.2 11.671 45.917 .000 13.3 7.40 19.2 11.630 46.000 .000 13.2 7.39 19.2 11.589 46.083 .000 13.1 7.38 19.2 11.547 46.167 .000 13.1 7.36 19.2 11.505 46.250 .000 13.0 7.35 19.2 11.462 46.333 .000 12.9 7.33 19.2 11.419 46.417 .000 12.9 7.32 19.2 11.375 46.500 .000 12.8 7.31 19.2 11.331 46.583 .000 12.7 7.29 19.2 11.286 46.667 .000 12.7 7.28 19.2 11.241 46.750 .000 12.6 7.26 19.2 11.195 46.833 .000 12.5 7.25 19.2 11.149 46.917 .000 12.5 7.23 19.2 11.103 47.000 .000 12.4 7.22 19.2 11.056 47.083 .000 12.4 7.20 19.2 11.009 47.167 .000 12.3 7.19 19.2 10.962 47.250 .000 12.2 7.17 19.2 10.914 47.333 .000 12.2 7.15 19.2 10.865 47.417 .000 12.1 7.14 19.2 10.817 47.500 .000 12.1 7.12 19.2 10.767 47.583 .000 12.0 7.11 19.2 10.718 47.667 .000 12.0 7.09 19.2 10.668 47.750 .000 11.9 7.07 19.2 10.618 47.833 .000 11.9 7.06 19.2 10.567 47.917 .000 11.8 7.04 19.2 10.517 48.000 .000 11.8 7.02 19.2 10.465 48.083 .000 11.5 7.01 19.2 10.412 48.167 .000 10.1 6.99 19.2 10.349 NODE4000.OUT Thuesday, August 10, 1995 3:51 pm Page 11 48.250 .000 7.5 6.96 19.2 10.269 48.333 .000 4.3 6.93 19.2 10.166 48.417 .000 2.1 6.89 19.2 10.048 48.500 .000 .9 6.85 19.2 9.923 48.583 .000 .4 6.81 19.2 9.793 48.667 .000 .2 6.76 19.2 9.662 48.750 .000 .1 6.72 19.2 9.531 48.833 .000 .0 6.68 19.2 9.399 48.917 .000 .0 6.64 19.2 9.267 49.000 .000 .0 6.59 19.2 9.135 49.083 .000 .0 6.55 19.2 9.003 49.167 .000 .0 6.51 19.2 8.870 49.250 .000 .0 6.46 19.2 8.738 49.333 .000 .0 6.42 19.2 8.606 49.416 .000 .0 6.38 19.2 8.474 49.500 .000 .0 6.33 19.2 8.341 49.583 .000 .0 6.29 19.2 8.209 49.666 .000 .0 6.25 19.2 8.077 49.750 .000 .0 6.21 19.2 7.945 49.833 .000 .0 6.16 19.2 7.812 49.916 .000 .0 6.12 19.2 7.680 50.000 .000 .0 6.08 19.2 7.548 50.083 .000 .0 6.03 19.2 7.416 50.166 .000 .0 5.99 19.2 7.284 50.250 .000 .0 5.92 19.1 7.152 50.333 .000 .0 5.85 18.9 7.023 50.416 .000 .0 5.78 18.7 6.894 50.500 .000 .0 5.71 18.5 6.767 50.583 .000 .0 5.64 18.3 6.641 50.666 .000 .0 5.58 18.1 6.517 50.750 .000 .0 5.51 17.9 6.394 50.833 .000 .0 5.45 17.7 6.272 50.916 .000 .0 5.38 17.5 6.151 51.000 .000 .0 5.32 17.3 6.032 51.083 .000 .0 5.26 17.1 5.914 51.166 .000 .0 5.19 17.0 5.797 51.250 .000 .0 5.13 16.8 5.682 51.333 .000 .0 5.07 16.6 5.567 51.416 .000 .0 5.01 16.4 5.454 51.500 .000 .0 4.95 16.2 5.343 51.583 .000 .0 4.89 16.1 5.232 51.666 .000 .0 4.83 15.9 5.122 51.750 .000 .0 4.78 15.7 5.014 51.833 .000 .0 4.72 15.6 4.907 51.916 .000 .0 4.66 15.4 4.801 52.000 .000 .0 4.61 15.2 4.696 52.083 .000 .0 4.55 15.1 4.592 52.166 .000 .0 4.50 14.9 4.489 52.250 .000 .0 4.44 14.8 4.388 52.333 .000 .0 4.39 14.6 4.287 52.416 .000 .0 4.33 14.4 4.187 52.500 .000 .0 4.28 14.3 4.089 52.583 .000 .0 4.23 14.1 3.992 52.666 .000 .0 4.18 14.0 3.895 52.750 .000 .0 4.13 13.8 3.800 52.833 .000 .0 4.08 13.7 3.706 52.916 .000 .0 4.03 13.6 3.612 53.000 .000 .0 3.96 13.4 3.520 53.083 .000 .0 3.88 13.2 3.429 53.166 .000 .0 3.81 13.0 3.340 53.250 .000 .0 3.73 12.8 3.252 53.333 .000 .0 3.65 12.6 3.165 53.416 .000 .0 3.58 12.4 3.080 53.500 .000 .0 3.50 12.2 2.996 53.583 ,000 .0 3.43 12.0 2.914 53.666 .000 .0 3.36 11.8 2.833 53.750 .000 .0 3.29 11.6 2.753 53.833 .000 .0 3.22 11.4 2.675 53.916 .000 .0 3.15 11.2 2.598 NODE4000.OUT Thursday, August 10, 1995 3:51 pm Page 12 54.000 .000 .0 3.08 11.0 2.522 54.083 .000 .0 3.02 10.8 2.448 54.166 .000 .0 2.95 10.7 2.374 54.250 .000 .0 2.89 10.5 2.302 54.333 .000 .0 2.82 10.3 2.231 54.416 .000 .0 2.76 10.1 2.161 54.500 .000 .0 2.70 10.0 2.092 54.583 .000 .0 2.64 9.8 2.025 54.666 .000 .0 2.58 9.7 1.958 54.750 .000 .0 2.52 9.5 1.893 54.833 .000 .0 2.47 9.3 1.829 54.916 .000 .0 2.41 9.2 1.765 55.000 .000 .0 2.36 9.0 1.703 55.083 .000 .0 2.30 8.9 1.642 55.166 .000 .0 2.25 8.7 1.582 55.250 .000 .0 2.20 8.6 1.522 55.333 .000 .0 2.15 8.5 1.464 55.416 .000 .0 2.09 8.3 1.407 55.500 .000 .0 2.04 8.2 1.350 55.583 .000 .0 1.99 8.1 1.295 55.666 .000 .0 1.91 7.9 1.240 55.750 .000 .0 1.82 7.8 1.186 55.833 .000 .0 1.74 7.7 1.133 55.916 .000 .0 1.65 7.6 1.081 56.000 .000 .0 1.57 7.5 1.029 56.083 .000 .0 1.49 7.4 .978 56.166 .000 .0 1.41 7.3 .927 56.250 .000 .0 1.33 7.2 .877 56.333 .000 .0 1.25 7.1 .828 56.416 .000 .0 1.18 7.0 .779 56.500 .000 .0 1.10 7.0 .732 56.583 .000 .0 1.03 6.9 .684 56.666 .000 .0 .95 6.8 .638 56.750 .000 .0 .88 6.7 .592 56.833 .000 .0 .81 6.6 .546 56.916 .000 .0 .74 6.5 .501 57.000 .000 .0 .67 6.4 .457 57.083 .000 .0 .60 6.3 .413 57.166 .000 .0 .53 6.3 .370 57.250 .000 .0 .46 6.2 .328 57.333 .000 .0 .39 6.1 .286 57.416 .000 .0 .33 6.0 .244 57.500 .000 .0 .26 5.9 .203 57.583 .000 .0 .20 5.9 .163 57.666 .000 .0 .14 5.8 .123 57.750 .000 .0 .09 5.3 .086 57.833 .000 .0 .06 4.1 .058 57.916 .000 .0 .04 2.8 .039 58.000 .000 .0 .03 1.9 .026 58.083 .000 .0 .02 1.2 .018 58.166 .000 .0 .01 .8 .012 58.250 .000 .0 .00 .6 .008 58.333 .000 .0 .00 .4 .005 58.416 .000 .0 .00 .3 .004 58.500 .000 .0 .00 .2 .002 58.583 .000 .0 .00 .1 .002 58.666 .000 .0 .00 .0 .001 58.750 .000 .0 .00 .0 .000 58.833 .000 .0 .00 .0 .000 58.916 .000 .0 .00 .0 .000 59.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .000 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 48.213 AF BASIN STORAGE _ .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 48.213 AF LOSS VOLUME _ .000 AF NODE4000.OUT Thursday, August 10, 1995 3:51 pm Page 13 END OF FLOOD ROUTING ANALYSIS NOOE4000.OJT Thursday, August 10, 1995 3:51 pm Page 14 NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 1 F L 0 0 D R O U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 5 - BASIN E * NODE 5000 * * ************************************************************************** FILE NAME: SL\NODE5000.DAT TIME/DATE OF STUDY: 15:13 8/10/1995 FLOW PROCESS FROM NODE 5000.00 TO NODE 5000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS<<<<< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 61.800 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .288 LOW LOSS FRACTION = .399 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .997 30 -MINUTE FACTOR = .997 1 -HOUR FACTOR = .997 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 16.219 2 13.591 85.362 3 35.448 163.358 4 62.910 205.243 5 82.281 144.783 6 91.877 71.720 7 96.496 34.522 8 98.279 13.322 9 98.906 4.690 10 99.440 3.992 11 99.776 2.509 12 99.944 1.255 13 100.000 .418 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 3.61 TOTAL EFFECTIVE RAINFALL(INCHES) = 6.29 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 18.5666 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 32.3953 ---------------------------------------------------------------------------- NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 3 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H ----------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ------------------------------------------ TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. --------------------------------- 50.0 100.0 150.0 200.0 15.583 17.1958 30.13 Q V 15.667 17.3936 28.72 Q .V 15.750 17.5926 28.89 0 V , 15.833 17.8084 31.33 Q .V 15.917 18.0567 36.06 Q V , 16.000 18.3664 44.96 Q V , 16.083 18.8206 65.95 Q V , 16.167 19.5798 110.24 Q V 16.250 20.6189 150.88 V Q 16.333 21.7416 163.00 V Q 16.417 22.5928 123.59 Q V 16.500 23.1391 79.33 Q V , 16.583 23.5155 54.65 Q V. 16.667 23.7991 41.18 Q V. , 16.750 24.0373 34.58 Q V. 16.833 24.2549 31.61 Q V. 16.917 24.4527 28.71 Q V 17.000 24.6337 26.29 Q V **************************************************************************** FLOW PROCESS FROM NODE 5000.00 TO NODE 5000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 61.800 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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(1NCH/HOUR) = .288 LOW LOSS FRACTION = .399 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .997 30 -MINUTE FACTOR = .997 1 -HOUR FACTOR = .997 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 16.219 2 13.591 85.362 3 35.448 163.358 4 62.910 205.243 5 82.281 144.783 6 91.877 71.720 7 96.496 34.522 8 98.279 13.322 9 98.906 4.690 10 99.440 3.992 11 99.776 2.509 12 99.944 1.255 13 100.000 .418 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 1.36 TOTAL EFFECTIVE RAINFALL(INCHES) = 2.20 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 6.9988 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 11.3271 ---------------------------------------------------------------------------- NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 5 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H ------- - - -------------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 15.0 30.0 45.0 60.0 15.583 6.1690 9.71 Q V 30.1 15.667 6.2337 9.39 Q V 28.9 15,750 6.2990 9.48 Q V 36.1 15.833 6.3688 10.13 Q V 66.0 15.917 6.4467 11.32 Q V 150.9 16.000 6.5395 13.46 Q V , 16.083 6,6723 19.29 Q V 54.7 16.167 6.9023 33.40 40.750 Q V , 16.250 7.2271 47.16 40.916 .0 V .0 16.333 7.5867 52.21 V Q 16.417 7.8597 39.64 QV 16.500 8.0337 25.27 Q V . 16.583 8.1538 17.44 Q V . 16.667 8.2440 13.09 Q V. 16.750 8.3202 11.06 Q V. 16.833 8.3911 10.30 Q V. 16.917 8.4563 9.47 Q V. 17.000 8.5164 8.72 Q V FLOW PROCESS FROM NODE 5000.00 TO NODE 5000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 31.1 39.583 .0 30.1 39.667 .0 28.7 39.750 .0 28.9 39.833 .0 31.3 39.917 .0 36.1 40.000 .0 45.0 40.083 .0 66.0 40.166 .0 110.2 40.250 .0 150.9 40.333 .0 163.0 40.416 .0 123.6 40.500 .0 79.3 40.583 .0 54.7 40.666 .0 41.2 40.750 .0 34.6 40.833 .0 31.6 40.916 .0 28.7 41.000 .0 26.3 FLOW PROCESS FROM NODE 5000.00 TO NODE 5000.00 IS CODE = 7 ----------------- ------------------- ---------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 6 err****,r,t,r********«** ** *****,r*«r** •* *,t****,r,t,r*,r,t**,t,t,t****r**,t,r,ter*,t,t,t*w**x**« FLOW PROCESS FROM NODE 5000.00 TO NODE 5000.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THRDUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 5.30 .100 3 2.00 7.50 .360 4 4.00 12.60 .850 5 6.00 18.00 1.540 6 8.00 18.01 3.010 7 10.00 18.02 5.420 8 12.00 18.03 8.550 9 14.00 18.04 12.590 INFLOW (STREAM 1) V effective depth ----------- (and volume) ...V........ detention <--> outflow basin ......... deadbasin outlet V storage OUTFLOW (STREAM 1) ----------------------------------------------- BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 3.5 .07 3.5 .067 24.083 .000 3.6 .07 3.5 .067 24.167 .000 4.3 .07 3.7 .071 24.250 .000 5.6 .08 4.1 .082 24.333 .000 7.3 .10 4.8 .099 24.417 .000 8.5 .25 5.4 .121 24.500 .000 9.1 .43 5.6 .145 24.583 .000 9.4 .61 5.8 .170 24.667 .000 9.5 .79 6.0 .194 24.750 .000 9.6 .96 6.2 .218 24.833 .000 9.6 1.12 6.4 .240 24.917 .000 9.7 1.28 6.6 .261 NODE5000.0UT Thursday, August 10, 1995 3:55 pm Page 7 25.000 .000 9.7 1.43 6.7 .282 25.083 .000 9.7 1.57 6.9 .301 25.167 .000 9.7 1.70 7.1 .319 25.250 .000 9.8 1.83 7.2 .337 25.333 .000 9.8 1.95 7.4 .353 25.417 .000 9.8 2.04 7.5 .369 25.500 .000 9.8 2.10 7.7 .384 25.583 .000 9.9 2.15 7.8 .398 25.667 .000 9.9 2.21 8.0 .411 25.750 .000 9.9 2.26 8.1 .423 25.833 .000 9.9 2.31 8.2 .435 25.917 .000 9.9 2.35 8.3 .446 26.000 .000 10.0 2.39 8.5 .457 26.083 .000 10.0 2.43 8.6 .466 26.167 .000 10.0 2.47 8.7 .476 26.250 .000 10.0 2.51 8.7 .484 26.333 .000 10.0 2.54 8.8 .493 26.417 .000 10.1 2.57 8.9 .501 26.500 .000 10.1 2.60 9.0 .508 26.583 .000 10.1 2.63 9.1 .515 26.667 .000 10.1 2.66 9.2 .522 26.750 .000 10.2 2.69 9.2 .529 26.833 .000 10.2 2.71 9.3 .535 26.917 .000 10.2 2.74 9.4 .541 27.000 .000 10.2 2.76 9.4 .547 27.083 .000 10.3 2.78 9.5 .552 27.167 .000 10.3 2.80 9.5 .557 27.250 .000 10.3 2.83 9.6 .562 27.333 .000 10.3 2.85 9.6 .567 27.417 .000 10.4 2.86 9.7 .572 27.500 .000 10.4 2.88 9.7 .576 27.583 .000 10.4 2.90 9.8 .581 27.667 .000 10.4 2.92 9.8 .585 27.750 .000 10.5 2.94 9.9 .589 27.833 .000 10.5 2.95 9.9 .593 27.917 .000 10.5 2.97 9.9 .597 28.000 .000 10.5 2.98 10.0 .601 28.083 .000 10.6 3.00 10.0 .605 28.167 .000 10.6 3.01 10.1 .608 28.250 .000 10.6 3.03 10.1 .612 28.333 .000 10.7 3.04 10.1 .616 28.417 .000 10.7 3.06 10.2 .619 28.500 .000 10.7 3.07 10.2 .623 28.583 .000 10.7 3.09 10.3 .626 28.667 .000 10.8 3.10 10.3 .629 28.750 .000 10.8 3.11 10.3 .633 28.833 .000 10.8 3.13 10.4 .636 28.917 .000 10.9 3.14 10.4 .639 29.000 .000 10.9 3.15 10.4 .642 29.083 .000 10.9 3.17 10.5 .646 29.167 .000 11.0 3.18 10.5 .649 29.250 .000 11.0 3.19 10.5 .652 29.333 .000 11.0 3.20 10.6 .655 29.417 .000 11.0 3.22 10.6 .658 29.500 .000 11.1 3.23 10.6 .662 29.583 .000 11.1 3.24 10.7 .665 29.667 .000 11.1 3.26 10.7 .668 29.750 .000 11.2 3.27 10.7 .671 29.833 .000 11.2 3.28 10.8 .674 29.917 .000 11.2 3.30 10.8 .677 30.000 .000 11.3 3.31 10.8 .681 30.083 .000 11.3 3.32 10.9 .684 30.167 .000 11.4 3.33 10.9 .687 30.250 .000 11.4 3.35 10.9 .690 30.333 .000 11.4 3.36 11.0 .693 30.417 .000 11.5 3.37 11.0 .697 30.500 .000 11.5 3.39 11.0 .700 30.583 .000 11.5 3.40 11.1 .703 30.667 .000 11.6 3.41 11.1 .707 NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 8 30.750 .000 11.6 3.43 11.1 .710 30.833 .000 11.7 3.44 11.2 .713 30.917 .000 11.7 3.46 11.2 .717 31.000 .000 11.7 3.47 11.2 .720 31.083 .000 11.8 3.48 11.3 .724 31.167 .000 11.8 3.50 11.3 .727 31.250 .000 11.9 3.51 11.3 .731 31.333 .000 11.9 3.53 11.4 .734 31.417 .000 11.9 3.54 11.4 .738 31.500 .000 12.0 3.56 11.5 .741 31.583 .000 12.0 3.57 11.5 .745 31.667 .000 12.1 3.59 11.5 .749 31.750 .000 12.1 3.60 11.6 .753 31.833 .000 12.2 3.62 11.6 .756 31.917 .000 12.2 3.63 11.6 .760 32.000 .000 12.2 3.65 11.7 .764 32.083 .000 12.3 3.67 11.7 .768 32.167 .000 12.3 3.68 11.8 .772 32.250 .000 12.4 3.70 11.8 .776 32.333 .000 12.4 3.71 11.9 .780 32.417 .000 12.5 3.73 11.9 .784 32.500 .000 12.5 3.75 11.9 .788 32.583 .000 12.6 3.77 12.0 .793 32.667 .000 12.6 3.78 12.0 .797 32.750 .000 12.7 3.80 12.1 .801 32.833 .000 12.8 3.82 12.1 .805 32.917 .000 12.8 3.84 12.2 .810 33.000 .000 12.9 3.85 12.2 .814 33.083 .000 12.9 3.87 12.3 .819 33.167 .000 13.0 3.89 12.3 .824 33.250 .000 13.0 3.91 12.3 .828 33.333 .000 13.1 3.93 12.4 .833 33.417 .000 13.1 3.95 12.4 .838 33.500 .000 13.2 3.97 12.5 .843 33.583 .000 13.3 3.99 12.6 .848 33.667 .000 13.3 4.01 12.6 .853 33.750 .000 13.4 4.02 12.6 .858 33.833 .000 13.5 4.04 12.7 .863 33.917 .000 13.5 4.06 12.7 .869 34.000 .000 13.6 4.07 12.8 .875 34.083 .000 13.7 4.09 12.8 .881 34.167 .000 13.7 4.11 12.9 .887 34.250 .000 13.8 4.12 12.9 .893 34.333 .000 13.9 4.14 13.0 .899 34.417 .000 14.0 4.16 13.0 .906 34,500 .000 14.0 4.18 13.1 .912 34.583 .000 14.1 4.20 13.1 .919 34.667 .000 14.2 4.22 13.2 .926 34.750 .000 14.3 4.24 13.2 .933 34.833 .000 14.4 4.26 13.3 .941 34.917 .000 14.4 4.29 13.3 .948 35.000 .000 14.5 4.31 13.4 .956 35.083 .000 14.6 4.33 13.5 .964 35.167 .000 14.7 4.35 13.5 .972 35.250 .000 14.8 4.38 13.6 .980 35.333 .000 14.9 4.40 13.7 .989 35.417 .000 15.0 4.43 13.7 .998 35.500 .000 15.1 4.45 13.8 1.006 35.583 .000 15.2 4.48 13.9 1.015 35.667 .000 15.3 4.51 13.9 1.025 35.750 .000 15.4 4.53 14.0 1.034 35.833 .000 15.5 4.56 14.1 1.044 35.917 .000 15.6 4.59 14.2 1.054 36.000 .000 15.7 4.62 14,2 1.064 36.083 .000 15.8 4.65 14.3 1.074 36.167 .000 15.7 4.68 14.4 1.083 36.250 .000 15.3 4.69 14.4 1.089 36.333 .000 14.8 4.70 14.5 1.091 36.417 .000 14.5 4.70 14.5 1.092 NODE5000.OUT Thursday, August 10, 1995 3:55 pm Page 9 36.500 .000 14.5 4.70 14.5 1.092 36.583 .000 14.5 4.70 14.5 1.092 36.667 .000 14.6 4.70 14.5 1.093 36.750 .000 14.8 4.71 14.5 1.094 36.833 .000 14.9 4.72 14.5 1.097 36.917 .000 15.1 4.73 14.5 1.101 37.000 .000 15.3 4.74 14.6 1.105 37.083 ,000 15.4 4.76 14.6 1.111 37.167 .000 15.6 4.78 14.7 1.118 37.250 .000 15.8 4.80 14.7 1.125 37.333 .000 16.0 4.82 14.8 1.134 37.417 .000 16.2 4.85 14.9 1.143 37.500 .000 16.5 4.88 14.9 1.154 37.583 .000 16.7 4.91 15.0 1.165 37.667 .000 16.9 4.95 15.1 1.177 37.750 .000 17.2 4.99 15.2 1.191 37.833 .000 17.4 5.03 15.3 1.206 37.917 .000 17.7 5.08 15.4 1.221 38.000 .000 18.0 5.12 15.6 1.238 38.083 .000 18.4 5.18 15.7 1.256 38.167 .000 18.9 5.24 15.9 1.277 38.250 .000 19.6 5.31 16.0 1.302 38.333 .000 20.5 5.39 16.3 1.331 38.417 .000 21.2 5.49 16.5 1.364 38.500 .000 21.8 5.59 16.8 1.398 38.583 .000 22.3 5.69 17.0 1.434 38.667 .000 22.8 5.80 17.3 1.472 38.750 .000 23.3 5.92 17.6 1.511 38.833 .000 23.9 6.02 17.9 1.552 38.917 .000 24.4 6.08 18.0 1.597 39.000 .000 25.1 6.14 18.0 1.645 39.083 .000 25.8 6.22 18.0 1.699 39.167 .000 26.7 6.30 18.0 1.759 39.250 .000 27.9 6.39 18.0 1.827 39.333 .000 29.3 6.50 18.0 1.905 39.417 .000 30.7 6.62 18.0 1.992 39.500 .000 31.1 6.74 18.0 2.082 39.583 .000 30.1 6.85 18.0 2.166 39.667 .000 28.7 6.95 18.0 2.240 39.750 .000 28.9 7.05 18.0 2.315 39.833 .000 31.3 7.18 18.0 2.406 39.917 .000 36.1 7.35 18.0 2.531 40.000 .000 45.0 7.60 18.0 2.716 40.083 .000 66.0 8.03 18.0 3.047 40.167 .000 110.2 8.56 18.0 3.682 40.250 .000 150.9 9.32 18.0 4.597 40.333 .000 163.0 10.11 18.0 5.595 40.417 .000 123.6 10.58 18.0 6.322 40.500 .000 79.3 10.85 18.0 6.745 40.583 .000 54.7 11.01 18.0 6.997 40.667 .000 41.2 11.11 18.0 7.156 40.750 .000 34.6 11.18 18.0 7.270 40.833 .000 31.6 11.24 18.0 7.364 40.917 .000 28.7 11.29 18.0 7.437 41.000 .000 26.3 11.33 18.0 7.494 41.083 .000 24.4 11.35 18.0 7.538 41.167 .000 22.8 11.37 18.0 7.571 41.250 .000 21.5 11.39 18.0 7.595 41.333 .000 20.2 11.40 18.0 7.610 41.417 .000 19.1 11.40 18.0 7.617 41.500 .000 18.3 11.40 18.0 7.618 41.583 .000 17.6 11.40 18.0 7.615 41.667 .000 17.0 11.40 18.0 7.608 41.750 .000 16.5 11.39 18.0 7.598 41.833 .000 16.1 11.38 18.0 7.585 41.917 .000 15.7 11.37 18.0 7.569 42.000 .000 15.3 11.36 18.0 7.550 42.083 .000 15.0 11.35 18.0 7.529 42.167 .000 14.9 11.33 18.0 7.507 NOOE5000.OUT Thursday, August 10, 1995 3:55 pm Page 10 42.250 .000 15.1 11.32 18.0 7.487 42.333 .000 15.4 11.31 18.0 7.469 42.417 .000 15.6 11.30 18.0 7.453 42.500 .000 15.6 11.29 18.0 7.436 42.583 .000 15.4 11.28 18.0 7.418 42.667 .000 15.3 11.26 18.0 7.399 42.750 .000 15.1 11.25 18.0 7.378 42.833 .000 14.9 11.24 18.0 7.357 42.917 .000 14.7 11.22 18.0 7.334 43.000 .000 14.5 11.21 18.0 7.310 43.083 .000 14.4 11.19 18.0 7.285 43.167 .000 14.2 11.17 18.0 7.258 43.250 .000 14.0 11.16 18.0 7.231 43.333 .000 13.9 11.14 18.0 7.202 43.417 .000 13.7 11.12 18.0 7.173 43.500 .000 13.6 11.10 18.0 7.142 43.583 .000 13.5 11.08 18.0 7.111 43.667 .000 13.3 11.06 18.0 7.079 43.750 .000 13.2 11.04 18.0 7.046 43.833 .000 13.1 11.02 18.0 7.012 43.917 .000 13.0 10.99 18.0 6.977 44.000 .000 12.9 10.97 18.0 6.941 44.083 .000 12.8 10.95 18.0 6.905 44.167 .000 12.7 10.93 18.0 6.868 44.250 .000 12.5 10.90 18.0 6.830 44.333 .000 12.4 10.88 18.0 6.792 44.417 .000 12.3 10.85 18.0 6.753 44.500 .000 12.3 10.83 18.0 6.713 44.583 .000 12.2 10.80 18.0 6.673 44.667 .000 12.1 10.77 18.0 6.632 44.750 .000 12.0 10.75 18.0 6.590 44.833 .000 11.9 10.72 18.0 6.548 44.917 .000 11.8 10.69 18.0 6.505 45.000 .000 11.7 10.67 18.0 6.462 45.083 .000 11.7 10.64 18.0 6.418 45.167 .000 11.6 10.61 18.0 6.373 45.250 .000 11.5 10.58 18.0 6.329 45.333 .000 11.4 10.55 18.0 6.283 45.417 .000 11.4 10.52 18.0 6.237 45.500 .000 11.3 10.49 18.0 6.191 45.583 .000 11.2 10.46 18.0 6.144 45.667 .000 11.2 10.43 18.0 6.097 45.750 .000 11.1 10.40 18.0 6.049 45.833 .000 11.0 10.37 18.0 6.001 45.917 .000 11.0 10.34 18.0 5.952 46.000 .000 10.9 10.31 18.0 5.903 46.083 .000 10.8 10.28 18.0 5.853 46.167 .000 10.8 10.24 18.0 5.803 46.250 .000 10.7 10.21 18.0 5.753 46.333 .000 10.7 10.18 18.0 5.702 46.417 .000 10.6 10.15 18.0 5.651 46.500 .000 10.5 10.11 18.0 5.600 46.583 .000 10.5 10.08 18.0 5.548 46.667 .000 10.4 10.05 18.0 5.496 46.750 .000 10.4 10.01 18.0 5.443 46.833 .000 10.3 9.98 18.0 5.390 46.917 .000 10.3 9.93 18.0 5.337 47.000 .000 10.2 9.89 18.0 5.283 47.083 .000 10.2 9.84 18.0 5.230 47.167 .000 10.1 9.80 18.0 5.175 47.250 .000 10.1 9.75 18.0 5.121 47.333 .000 10.1 9.71 18.0 5.066 47.417 .000 10.0 9.66 18.0 5.011 47.500 .000 10.0 9.61 18.0 4.955 47.583 .000 9.9 9.57 18.0 4.899 47.667 .000 9.9 9.52 18.0 4.843 47.750 .000 9.8 9.47 18.0 4.787 47.833 .000 9.8 9.43 18.0 4.730 47.917 .000 9.7 9.38 18.0 4.673 NODE5000.01JT Thursday, August 10, 1995 3:55 pm Page 11 48.000 .000 9.7 9.33 18.0 4.616 48.083 .000 9.5 9.28 18.0 4.557 48.167 .000 8.3 9.23 18.0 4.490 48.250 .000 6.2 9.16 18.0 4.409 48.333 .000 3.6 9.08 18.0 4.310 48.417 .000 1.7 8.99 18.0 4.197 48.500 .000 .8 8.89 18.0 4.078 48.583 .000 .3 8.79 18.0 3.957 48.667 .000 .2 8.68 18.0 3.834 48.750 .000 .1 8.58 18.0 3.710 48.833 .000 .0 8.48 18.0 3.587 48.917 .000 .0 8.38 18.0 3.463 49.000 .000 .0 8.27 18.0 3.339 49.083 .000 .0 8.17 18.0 3.215 49.167 .000 .0 8.07 18.0 3.091 49.250 .000 .0 7.94 18.0 2.967 49.333 .000 .0 7.77 18.0 2.843 49.416 .000 .0 7.60 18.0 2.719 49.500 .000 .0 7.43 18.0 2.595 49.583 .000 .0 7.27 18.0 2.471 49.666 .000 .0 7.10 18.0 2.347 49.750 .000 .0 6.93 18.0 2.223 49.833 .000 .0 6.76 18.0 2.099 49.916 .000 .0 6.59 18.0 1.975 50.000 .000 .0 6.42 18.0 1.851 50.083 .000 .0 6.25 18.0 1.727 50.166 .000 .0 6.09 18.0 1.603 50.250 .000 .0 5.83 17.8 1.480 50.333 .000 .0 5.49 17.1 1.363 50.416 .000 .0 5.16 16.2 1.251 50.500 .000 .0 4.86 15.3 1.146 50.583 .000 .0 4.57 14.5 1.046 50.666 .000 .0 4.29 13.8 .951 50.750 .000 .0 4.03 13.0 .861 50.833 .000 .0 3.70 12.3 .777 50.916 .000 .0 3.38 11.4 .698 51.000 .000 .0 3.08 10.6 .625 51.083 .000 .0 2.80 9.9 .557 51.166 .000 .0 2.54 9.2 .493 51.250 .000 .0 2.30 8.6 .434 51.333 .000 .0 2.08 8.0 .379 51.416 .000 .0 1.76 7.5 .328 51.500 .000 .0 1.41 7.0 .279 51.583 .000 .0 1.08 6.6 .234 51.666 .000 .0 .76 6.2 .191 51.750 .000 .0 .47 5.9 .150 51.833 .000 .0 .19 5.6 .112 51.916 .000 .0 .08 4.8 .079 52.000 .000 .0 .05 3.5 .054 52.083 .000 .0 .04 2.4 .038 52.166 .000 .0 .03 1.7 .026 52.250 .000 .0 .02 1.2 .018 52.333 .000 .0 .01 .8 .012 52.416 .000 .0 .00 .6 .009 52.500 .000 .0 .00 .4 .006 52.583 .000 .0 .00 .3 .004 52.666 .000 .0 .00 .2 .003 52.750 .000 .0 .00 .1 .002 52.833 .000 .0 .00 .0 .001 52.916 .000 .0 .00 .0 .000 53.000 .000 .0 .00 .0 .000 53.083 .000 .0 .00 .0 .000 53.166 .000 .0 .00 .0 .000 53.250 .000 .0 .00 .0 .000 53.333 .000 .0 .00 .0 .000 53.416 .000 .0 .00 .0 .000 53.500 .000 .0 .00 .0 .000 53.583 .000 .0 .00 .0 .000 53.666 .000 .0 .00 .0 .000 NODE5000.OUT Thursday, August 10, 1995 3:55 pm 53.750 .000 .0 .00 .0 .000 53.833 .000 .0 .00 .0 .000 53.916 .000 .0 .00 .0 .000 54.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .000 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 43.722 AF BASIN STORAGE = .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 43.722 AF LOSS VOLUME = ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- .000 AF END OF FLOOD ROUTING ANALYSIS Page 12 NODE5000.0UT Thursday, August 10, 1995 3:55 pm Page 13 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 1 F L 0 0 D R O U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 6 - BASIN F * NODE 10 & NODE 6000 * * ************************************************************************** FILE NAME: SLXNODE6500.DAT TIME/DATE OF STUDY: 10:17 8/11/1995 **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 28.100 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .200 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .404 LOW LOSS FRACTION = .349 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .999 30 -MINUTE FACTOR = .999 1 -HOUR FACTOR = .999 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 41.667 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ---------------------------------------------------------------------------- 1 3.134 10.650 2 21.048 60.880 3 52.738 107.693 4 80.200 93.326 5 92.566 42.024 6 97.381 16.360 7 98.672 4.388 8 99.380 2.408 9 99.752 1.263 10 99.938 .632 11 100.000 .211 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 3.25 TOTAL EFFECTIVE RAINFALL(INCHES) = 6.65 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 7.6048 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 15.5684 ---------------------------------------------------------------------------- NODE6000.OUT Friday, August 11, 1995 10:18 am Page 3 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 22.5 45.0 67.5 90.0 ---------------------------------------------------------------------------- 15.583 8.5064 13.69 Q .V 15.667 8.5980 13.31 Q V 15.750 8.6934 13.86 Q V 15.833 8.7970 15.04 Q V 15.917 8.9143 17.03 Q V 16.000 9.0611 21.31 0. V 16.083 9.2910 33.38 Q V 16.167 9.7139 61.39 V Q 16.250 10.2739 81.31 V Q 16.333 10.7496 69.08 V Q 16.417 11.0271 40.29 Q V . 16.500 11.1983 24.86 Q V . 16.583 11.3218 17.93 Q V. 16.667 11.4339 16.28 0 V. 16.750 11.5365 14.90 Q V. 16.833 11.6312 13.75 Q V. 16.917 11.7191 12.76 0 V 17.000 11.8018 12.02 0 V **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 28.100 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .200 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .533 LOW LOSS FRACTION = .404 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .999 30 -MINUTE FACTOR = .999 1 -HOUR FACTOR = .999 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 41.667 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ---------------------------------------------------------------------------- 1 3.134 10.650 2 21.048 60.880 3 52.738 107.693 4 80.200 93.326 5 92.566 42.024 6 97.381 16.360 7 98.672 4.388 8 99.380 2.408 9 99.752 1.263 10 99.938 .632 11 100.000 .211 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 1.40 TOTAL EFFECTIVE RAINFALL(INCHES) = 2.16 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 3.2733 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 5.0600 ---------------------------------------------------------------------------- NODE6000.OUT Friday, August 11, 1995 10:18 am Page 5 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H --------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 7.5 15.0 22.5 30.0 ---------------------------------------------------------------------------- 15.583 2.8001 4.26 Q V 15.667 2.8287 4.15 Q V 15.750 2.8586 4.34 Q V 15.833 2.8915 4.78 Q V 15.917 2.9292 5.47 Q V - 16.000 2.9752 6.68 Q V 16.083 3.0437 9.95 Q V 16.167 3.1694 18.24 .0 QV - 16.250 3.3384 24.54 40.666 V Q 16.333 3.4840 21.15 14.9 VQ 16.417 3.5697 12.44 .0 Q V - 16.500 3.6230 7.73 Q V . 16.583 3.6614 5.58 Q V 16.667 3.6963 5.06 Q V. 16.750 3.7280 4.61 Q V• 16.833 3.7572 4.24 Q V. 16.917 3.7843 3.92 Q V. 17.000 3.8096 3.68 Q V FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 14.4 39.583 .0 13.7 39.667 .0 13.3 39.750 .0 13.9 39.833 .0 15.0 39.917 .0 17.0 40.000 .0 21.3 40.083 .0 33.4 40.166 .0 61.4 40.250 .0 81.3 40.333 .0 69.1 40.416 .0 40.3 40.500 .0 24.9 40.583 .0 17.9 40.666 .0 16.3 40.750 .0 14.9 40.833 .0 13.7 40.916 .0 12.8 41.000 .0 12.0 FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 7 ---------------------------------------------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE6000.OUT Friday, August 11, 1995 10:18 am Page 6 FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 2.00 5.00 .290 3 4.00 8.00 1.030 4 6.00 9.00 2.540 5 8.00 10.00 4.920 INFLOW (STREAM 1) V effective depth ----------- (and volume) ...V........ detention <--> outflow basin ....... deadbasin outlet V storage OUTFLOW (STREAM 1) BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (NRS) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ---------------------------------------------------------------------------- 24.000 .000 1.6 .65 1.6 .095 24.083 .000 1.7 .65 1.6 .095 24.167 .000 2.2 .68 1.7 .099 24.250 .000 3.2 .75 1.8 .109 24.333 .000 4.1 .85 2.0 .123 24.417 .000 4.5 .95 2.3 .138 24.500 .000 4.6 1.06 2.5 .153 24.583 .000 4.7 1.15 2.8 .166 24.667 .000 4.7 1.23 3.0 .178 24.750 .000 4.7 1.31 3.2 .189 24.833 .000 4.8 1.37 3.3 .199 24.917 .000 4.8 1.43 3.5 .208 25.000 .000 4.8 1.49 3.7 .216 25.083 .000 4.8 1.54 3.8 .223 25.167 .000 4.8 1.58 3.9 .229 25.250 .000 4.8 1.62 4.0 .235 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 7 25.333 .000 4.8 1.65 4.1 .240 25.417 .000 4.8 1.68 4.2 .244 25.500 .000 4.8 1.71 4.2 .248 25.583 .000 4.9 1.74 4.3 .252 25.667 .000 4.9 1.76 4.4 .256 25.750 .000 4.9 1.78 4.4 .259 25.833 .000 4.9 1.80 4.5 .261 25.917 .000 4.9 1.82 4.5 .264 26.000 .000 4.9 1.84 4.6 .266 26.083 .000 4.9 1.85 4.6 .268 26.167 .000 4.9 1.87 4.6 .270 26.250 .000 4.9 1.88 4.7 .272 26.333 .000 5.0 1.89 4.7 .274 26.417 .000 5.0 1.90 4.7 .276 26.500 .000 5.0 1.91 4.8 .277 26.583 .000 5.0 1.92 4.8 .278 26.667 .000 5.0 1.93 4.8 .280 26.750 .000 5.0 1.94 4.8 .281 26.833 .000 5.0 1.95 4.9 .282 26.917 .000 5.0 1.95 4.9 .283 27.000 .000 5.1 1.96 4.9 .284 27.083 .000 5.1 1.97 4.9 .285 27.167 .000 5.1 1.98 4.9 .286 27.250 .000 5.1 1.98 4.9 .287 27.333 .000 5.1 1.99 5.0 .288 27.417 .000 5.1 1.99 5.0 .289 27.500 .000 5.1 2.00 5.0 .290 27.583 .000 5.1 2.00 5.0 .291 27.667 .000 5.2 2.01 5.0 .292 27.750 .000 5.2 2.01 5.0 .293 27.833 .000 5.2 2.01 5.0 .294 27.917 .000 5.2 2.01 5.0 .295 28.000 .000 5.2 2.02 5.0 .297 28.083 .000 5.2 2.02 5.0 .298 28.167 .000 5.2 2.03 5.0 .299 28.250 .000 5.2 2.03 5.0 .301 28.333 .000 5.3 2.03 5.0 .302 28.417 .000 5.3 2.04 5.1 .304 28.500 .000 5.3 2.04 5.1 .305 28.583 .000 5.3 2.05 5.1 .307 28.667 .000 5.3 2.05 5.1 .309 28.750 .000 5.3 2.05 5.1 .310 28.833 .000 5.3 2.06 5.1 .312 28.917 .000 5.4 2.06 5.1 .314 29.000 .000 5.4 2.07 5.1 .316 29.083 .000 5.4 2.07 5.1 .318 29.167 .000 5.4 2.08 5.1 .320 29.250 .000 5.4 2.09 5.1 .322 29.333 .000 5.4 2.09 5.1 .324 29.417 .000 5.5 2.10 5.1 .326 29.500 .000 5.5 2.10 5.2 .328 29.583 .000 5.5 2.11 5.2 .330 29.667 .000 5.5 2.12 5.2 .333 29.750 .000 5.5 2.12 5.2 .335 29.833 .000 5.5 2.13 5.2 .337 29.917 .000 5.6 2.13 5.2 .340 30.000 .000 5.6 2.14 5.2 .342 30.083 .000 5.6 2.15 5.2 .345 30.167 .000 5.6 2.16 5.2 .347 30.250 .000 5.6 2.16 5.2 .350 30.333 .000 5.6 2.17 5.2 .353 30.417 .000 5.7 2.18 5.3 .355 30.500 .000 5.7 2.18 5.3 .358 30.583 .000 5.7 2.19 5.3 .361 30.667 .000 5.7 2.20 5.3 .364 30.750 .000 5.7 2.21 5.3 .367 30.833 .000 5.8 2.22 5.3 .370 30.917 .000 5.8 2.22 5.3 .373 31.000 .000 5.8 2.23 5.3 .376 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 8 31.083 .000 5.8 2.24 5.4 .379 31.167 .000 5.8 2.25 5.4 .382 31.250 .000 5.9 2.26 5.4 .386 31.333 .000 5.9 2.27 5.4 .389 31.417 .000 5.9 2.28 5.4 .392 31.500 .000 5.9 2.29 5.4 .396 31.583 .000 5.9 2.29 5.4 .399 31.667 .000 6.0 2.30 5.4 .402 31.750 .000 6.0 2.31 5.5 .406 31.833 .000 6.0 2.32 5.5 .410 31.917 .000 6.0 2.33 5.5 .413 32.000 .000 6.0 2.34 5.5 .417 32.083 .000 6.1 2.35 5.5 .421 32.167 .000 6.1 2.36 5.5 .425 32.250 .000 6.1 2.37 5.6 .429 32.333 .000 6.1 2.39 5.6 .432 32.417 .000 6.2 2.40 5.6 .436 32.500 .000 6.2 2.41 5.6 .441 32.583 .000 6.2 2.42 5.6 .445 32.667 .000 6.2 2.43 5.6 .449 32.750 .000 6.3 2.44 5.7 .453 32.833 .000 6.3 2.45 5.7 .457 32.917 .000 6.3 2.46 5.7 .462 33.000 .000 6.4 2.48 5.7 .466 33.083 .000 6.4 2.49 5.7 .471 33.167 .000 6.4 2.50 5.7 .475 33.250 .000 6.4 2.51 5.8 .480 33.333 .000 6.5 2.53 5.8 .485 33.417 .000 6.5 2.54 5.8 .490 33.500 .000 6.5 2.55 5.8 .494 33.583 .000 6.6 2.57 5.8 .499 33.667 .000 6.6 2.58 5.9 .504 33.750 .000 6.6 2.59 5.9 .509 33.833 .000 6.7 2.61 5.9 .515 33.917 .000 6.7 2.62 5.9 .520 34.000 .000 6.7 2.64 5.9 .525 34.083 .000 6.8 2.65 6.0 .531 34.167 .000 6.8 2.67 6.0 .536 34.250 .000 6.8 2.68 6.0 .542 34.333 .000 6.9 2.70 6.0 .548 34.417 .000 6.9 2.71 6.1 .553 34.500 .000 6.9 2.73 6.1 .559 34.583 .000 7.0 2.74 6.1 .565 34.667 .000 7.0 2.76 6.1 .571 34.750 .000 7.1 2.78 6.2 .578 34.833 .000 7.1 2.79 6.2 .584 34.917 .000 7.1 2.81 6.2 .590 35.000 .000 7.2 2.83 6.2 .597 35.083 .000 7.2 2.85 6.3 .603 35.167 .000 7.3 2.87 6.3 .610 35.250 .000 7.3 2.88 6.3 .617 35.333 .000 7.4 2.90 6.3 .624 35.417 .000 7.4 2.92 6.4 .631 35.500 .000 7.5 2.94 6.4 .639 35.583 .000 7.5 2.96 6.4 .646 35.667 .000 7.6 2.98 6.5 .654 35.750 .000 7.6 3.00 6.5 .661 35.833 .000 7.7 3.02 6.5 .669 35.917 .000 7.7 3.05 6.6 .677 36.000 .000 7.8 3.07 6.6 .685 36.083 .000 7.8 3.09 6.6 .694 36.167 .000 7.7 3.11 6.7 .701 36.250 .000 7.4 3.12 6.7 .706 36.333 .000 7.2 3.13 6.7 .709 36.417 .000 7.1 3.14 6.7 .711 36.500 .000 7.1 3.15 6.7 .714 36.583 .000 7.2 3.15 6.7 .717 36.667 .000 7.2 3.16 6.7 .721 36.750 .000 7.3 3.17 6.8 .724 NODE6000.0UT Friday, August 11, 1995 10:18 am Page 9 36.833 .000 7.4 3.19 6.8 .729 36.917 .000 7.5 3.20 6.8 .734 37.000 .000 7.6 3.21 6.8 .739 37.083 .000 7.7 3.23 6.8 .744 37.167 .000 7.8 3.24 6.9 .751 37.250 .000 7.8 3.26 6.9 .757 37.333 .000 8.0 3.28 6.9 .764 37.417 .000 8.1 3.30 6.9 .772 37.500 .000 8.2 3.33 7.0 .780 37.583 .000 8.3 3.35 7.0 .789 37.667 .000 8.4 3.37 7.0 .799 37.750 .000 8.5 3.40 7.1 .809 37.833 .000 8.7 3.43 7.1 .819 37.917 .000 8.8 3.46 7.2 .831 38.000 .000 9.0 3.49 7.2 .843 38.083 .000 9.1 3.53 7.3 .856 38.167 .000 9.5 3.57 7.3 .870 38.250 .000 9.9 3.62 7.4 .888 38.333 .000 10.3 3.67 7.5 .908 38.417 .000 10.6 3.73 7.5 .929 38.500 .000 10.9 3.79 7.6 .951 38.583 .000 11.1 3.85 7.7 .975 38.667 .000 11.4 3.92 7.8 .999 38.750 .000 11.6 3.99 7.9 1.025 38.833 .000 11.9 4.03 8.0 1.052 38.917 .000 12.2 4.07 8.0 1.080 39.000 .000 12.5 4.11 8.0 1.111 39.083 .000 12.9 4.15 8.1 1.145 39.167 .000 13.3 4.20 8.1 1.180 39.250 .000 13.7 4.25 8.1 1.219 39.333 .000 14.2 4.31 8.1 1.261 39.417 .000 14.7 4.37 8.2 1.306 39.500 .000 14.4 4.42 8.2 1.349 39.583 .000 13.7 4.47 8.2 1.386 39.667 .000 13.3 4.52 8.2 1.421 39.750 .000 13.9 4.57 8.3 1.460 39.833 .000 15.0 4.63 8.3 1.506 39.917 .000 17.0 4.71 8.3 1.566 40.000 .000 21.3 4.83 8.4 1.655 40.083 .000 33.4 5.06 8.5 1.827 40.167 .000 61.4 5.54 8.6 2.190 40.250 .000 81.3 6.12 8.9 2.689 40.333 .000 69.1 6.47 9.1 3.101 40.417 .000 40.3 6.65 9.3 3.315 40.500 .000 24.9 6.74 9.3 3.422 40.583 .000 17.9 6.79 9.4 3.481 40.667 .000 16.3 6.83 9.4 3.528 40.750 .000 14.9 6.86 9.4 3.566 40.833 .000 13.7 6.89 9.4 3.595 40.917 .000 12.8 6.91 9.4 3.618 41.000 .000 12.0 6.92 9.5 3.636 41.083 .000 11.4 6.93 9.5 3.649 41.167 .000 10.8 6.94 9.5 3.659 41.250 .000 10.1 6.94 9.5 3.663 41.333 .000 9.5 6.94 9.5 3.663 41.417 .000 9.1 6.94 9.5 3.661 41.500 .000 8.7 6.94 9.5 3.656 41.583 .000 8.5 6.93 9.5 3.649 41.667 .000 8.2 6.92 9.5 3.640 41.750 .000 8.0 6.92 9.5 3.630 41.833 .000 7.8 6.91 9.5 3.618 41.917 .000 7.6 6.90 9.5 3.606 42.000 .000 7.4 6.88 9.4 3.592 42.083 .000 7.3 6.87 9.4 3.577 42.167 .000 7.3 6.86 9.4 3.562 42.250 .000 7.5 6.85 9.4 3.549 42.333 .000 7.7 6.84 9.4 3.537 42.417 .000 7.7 6.83 9.4 3.526 42.500 .000 7.7 6.82 9.4 3.513 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 10 42.583 .000 7.6 6.81 9.4 3.501 42.667 .000 7.5 6.80 9.4 3.487 42.750 .000 7.4 6.78 9.4 3.473 42.833 .000 7.3 6.77 9.4 3.459 42.917 .000 7.2 6.76 9.4 3.444 43.000 .000 7.1 6.75 9.4 3.428 43.083 .000 7.0 6.73 9.4 3.412 43.167 .000 6.9 6.72 9.4 3.395 43.250 .000 6.9 6.70 9.4 3.378 43.333 .000 6.8 6.69 9.3 3.361 43.417 .000 6.7 6.67 9.3 3.343 43.500 .000 6.7 6.66 9.3 3.324 43.583 .000 6.6 6.64 9.3 3.305 43.667 .000 6.5 6.63 9.3 3.286 43.750 .000 6.5 6.61 9.3 3.267 43.833 .000 6.4 6.59 9.3 3.247 43.917 .000 6.4 6.58 9.3 3.227 44.000 .000 6.3 6.56 9.3 3.206 44.083 .000 6.2 6.54 9.3 3.185 44.167 .000 6.2 6.52 9.3 3.164 44.250 .000 6.1 6.51 9.3 3.143 44.333 .000 6.1 6.49 9.2 3.121 44.417 .000 6.1 6.47 9.2 3.099 44.500 .000 6.0 6.45 9.2 3.077 44.583 .000 6.0 6.43 9.2 3.054 44.667 .000 5.9 6.41 9.2 3.032 44.750 .000 5.9 6.39 9.2 3.009 44.833 .000 5.8 6.37 9.2 2.986 44.917 .000 5.8 6.35 9.2 2.962 45.000 .000 5.8 6.34 9.2 2.939 45.083 .000 5.7 6.32 9.2 2.915 45.167 .000 5.7 6.29 9.2 2.891 45.250 .000 5.6 6.27 9.1 2.867 45.333 .000 5.6 6.25 9.1 2.843 45.417 .000 5.6 6.23 9.1 2.818 45.500 .000 5.5 6.21 9.1 2.794 45.583 .000 5.5 6.19 9.1 2.769 45.667 .000 5.5 6.17 9.1 2.744 45.750 .000 5.4 6.15 9.1 2.719 45.833 .000 5.4 6.13 9.1 2.694 45.917 .000 5.4 6.11 9.1 2.668 46.000 .000 5.3 6.09 9.0 2.643 46.083 .000 5.3 6.06 9.0 2.617 46.167 .000 5.3 6.04 9.0 2.591 46.250 .000 5.3 6.02 9.0 2.565 46.333 .000 5.2 6.00 9.0 2.539 46.417 .000 5.2 5.96 9.0 2.513 46.500 .000 5.2 5.93 9.0 2.487 46.583 .000 5.2 5.90 9.0 2.461 46.667 .000 5.1 5.86 8.9 2.435 46.750 .000 5.1 5,83 8.9 2.409 46.833 .000 5.1 5.79 8.9 2.382 46.917 .000 5.1 5.76 8.9 2.356 47.000 .000 5.0 5.72 8.9 2.329 47.083 .000 5.0 5.69 8.9 2.303 47.167 .000 5.0 5.65 8.8 2.276 47.250 .000 5.0 5.62 8.8 2.250 47.333 .000 4.9 5.58 8.8 2.223 47.417 .000 4.9 5.54 8.8 2.196 47.500 .000 4.9 5.51 8.8 2.170 47.583 .000 4.9 5.47 8.7 2.143 47.667 .000 4.8 5.44 8.7 2.116 47.750 .000 4.8 5.40 8.7 2.090 47.833 .000 4.8 5.37 8.7 2.063 47.917 .000 4.8 5.33 8.7 2.036 48.000 .000 4.8 5.30 8.7 2.009 48.083 .000 4.6 5.26 8.6 1.982 48.167 .000 3.7 5.22 8.6 1.948 48.250 .000 2.2 5.16 8.6 1.904 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 11 48.333 .000 .9 5.09 8.6 1.852 48.417 .000 .4 5.01 8.5 1.795 48.500 .000 .1 4.94 8.5 1.738 48.583 .000 .0 4.86 8.4 1.680 48.667 .000 .0 4.78 8.4 1.622 48.750 .000 .0 4.71 8.4 1.565 48.833 .000 .0 4.63 8.3 1.507 48.917 .000 .0 4.56 8.3 1.450 49.000 .000 .0 4.48 8.3 1.393 49.083 .000 .0 4.41 8.2 1.337 49.167 .000 .0 4.33 8.2 1.280 49.250 .000 .0 4.26 8.1 1.224 49.333 .000 .0 4.18 8.1 1.168 49.416 .000 .0 4.11 8.1 1.113 49.500 .000 .0 4.04 8.0 1.057 49.583 .000 .0 3.93 8.0 1.003 49.666 .000 .0 3.78 7.8 .949 49.750 .000 .0 3.64 7.6 .897 49.833 .000 .0 3.50 T.4 .846 49.916 .000 .0 3.37 7.2 .797 50.000 .000 .0 3.24 7.0 .749 50.083 .000 .0 3.11 6.8 .702 50.166 .000 .0 2.99 6.6 .657 50.250 .000 .0 2.87 6.4 .613 50.333 .000 .0 2.76 6.2 .570 50.416 .000 .0 2.64 6.1 .529 50.500 .000 .0 2.54 5.9 .488 50.583 .000 .0 2.43 5.7 .449 50.666 .000 .0 2.32 5.6 .410 50.750 .000 .0 2.22 5.4 .373 50.833 .000 .0 2.13 5.3 .337 50.916 .000 .0 2.03 5.1 .301 51.000 .000 .0 1.85 4.8 .268 51.083 .000 .0 1.64 4.4 .238 51.166 .000 .0 1.46 3.9 .211 51.250 .000 .0 1.29 3.4 .188 51.333 .000 .0 1.15 3.1 .167 51.416 .000 .0 1.02 2.7 .148 51.500 .000 .0 .91 2.4 .131 51.583 .000 .0 .80 2.1 .117 51.666 .000 .0 .71 1.9 .104 51.750 .000 .0 .63 1.7 .092 51.833 .000 .0 .56 1.5 .082 51.916 .000 .0 .50 1.3 .073 52.000 .000 .0 .44 1.2 .064 52.083 .000 .0 .39 1.0 .057 52.166 .000 .0 .35 .9 .051 52.250 .000 .0 .31 .8 .045 52.333 .000 .0 .28 .7 .040 52.416 .000 .0 .25 .7 .036 52.500 .000 .0 .22 .6 .032 52.583 .000 .0 .19 .5 .028 52.666 .000 .0 .17 .5 .025 52.750 .000 .0 .15 .4 .022 52.833 .000 .0 .14 .4 .020 52.916 .000 .0 .12 .3 .017 53.000 .000 .0 .11 .3 .015 53.083 .000 .0 .09 .3 .014 53.166 .000 .0 .08 .2 .012 53.250 .000 .0 .07 .2 .011 53.333 .000 .0 .07 .2 .010 53.416 .000 .0 .06 .2 .009 53.500 .000 .0 .05 .1 .008 53.583 .000 .0 .05 .1 .007 53.666 .000 .0 .04 .1 .006 53.750 .000 .0 .04 .0 .005 53.833 .000 .0 .03 .0 .005 53.916 .000 .0 .03 .0 .004 54.000 .000 .0 .03 .0 .004 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 12 54.083 .000 .0 .02 .0 .003 54.166 .000 .0 .02 .0 .003 54.250 .000 .0 .02 .0 .003 54.333 .000 .0 .02 .0 .002 54.416 .000 .0 .01 .0 .002 54.500 .000 .0 .01 .0 .002 54.583 .000 .0 .01 .0 .002 54.666 .000 .0 .00 .0 .001 54.750 .000 .0 .00 .0 .001 54.833 .000 .0 .00 .0 .001 54.916 .000 .0 .00 .0 .001 55.000 .000 .0 .00 .0 .000 55.083 .000 .0 .00 .0 .000 55.166 .000 .0 .00 .0 .000 55.250 .000 .0 .00 .0 .000 55.333 .000 .0 .00 .0 .000 55.416 .000 .0 .00 .0 .000 55.500 .000 .0 .00 .0 .000 55.583 .000 .0 .00 .0 .000 55.666 .000 .0 .00 .0 .000 55.750 .000 .0 .00 .0 .000 55.833 .000 .0 .00 .0 .000 55.916 .000 .0 .00 .0 .000 56.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .000 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 20.628 AF BASIN STORAGE = .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 20.628 AF LOSS VOLUME = .000 AF FLOW PROCESS FROM NODE 6000.00 TO NODE 6000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS< «< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 106.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .267 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .383 LOW LOSS FRACTION = .332 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .995 30 -MINUTE FACTOR = .995 1 -HOUR FACTOR = .995 3 -HOUR FACTOR = .999 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 31.211 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 13 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 1.975 25.312 2 11.878 126.952 3 31.290 248.848 4 57.201 332.170 5 77.911 265.487 6 89.324 146.310 7 95.053 73.439 8 97.722 34.214 9 98.568 10.848 10 99.153 7.502 11 99.661 6.513 12 99.915 3.257 13 100.000 1.086 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 3.09 TOTAL EFFECTIVE RAINFALL(INCHES) = 6.81 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 27.2913 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 60.1090 ---------------------------------------------------------------------------- NODE6000.OUT Friday, August 11, 1995 10:18 am Page 14 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H ------------------------------------ HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 75.0 150.0 225.0 300.0 ---------------------------------------------------------------------------- 15.583 32.6231 54.68 Q .V , 15.667 32.9878 52.97 Q .V 15.750 33.3519 52.86 Q V 15.833 33.7336 55.42 Q V 15.917 34.1526 60.83 Q V 16.000 34.6487 72.03 Q. V 16.083 35.3518 102.10 Q V 16.167 36.5049 167.42 Q V 16.250 38.1078 232.75 V .Q 16.333 39.9204 263.18 V Q 16.417 41.4119 216.57 VQ . 16.500 42.4235 146.89 Q. V . 16.583 43.1283 102.34 Q V . 16.667 43.6660 78.07 Q V. 16.750 44.1054 63.79 Q V. 16.833 44.5106 58.85 Q V. 16.917 44.8903 55.13 Q V. 17.000 45.2394 50,69 Q V FLOW PROCESS FROM NODE 6000.00 TO NODE 6000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 106.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG' TIME = .267 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .383 LOW LOSS FRACTION = .332 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .995 30 -MINUTE FACTOR = .995 1 -HOUR FACTOR = .995 3 -HOUR FACTOR = .999 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 31.211 N0DE6000.OUT Friday, August 11, 1995 10:18 am Page 15 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UNIT HYDROGRAPH DETERMINATION -----=---------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ---------------------------------------------------------------------------- 1 1.975 25.312 2 11.878 126.952 3 31.290 248.848 4 57.201 332.170 5 77.911 265.487 6 89.324 146.310 7 95.053 73.439 8 97.722 34.214 9 98.568 10.848 10 99.153 7.502 11 99.661 6.513 12 99.915 3.257 13 100.000 1.086 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 1.14 TOTAL EFFECTIVE RAINFALL(INCHES) = 2.42 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 10.1071 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 21.3219 ---------------------------------------------------------------------------- NODE6000.OUT Friday, August 11, 1995 10:18 am Page 16 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 22.5 45.0 67.5 90.0 ---------------------------------------------------------------------------- 15.083 10.9869 16.42 Q V 58.9 15.167 11.1035 16.93 0 V 57.2 15.250 11.2240 17.50 Q V 66.3 15.333 11.3490 18.14 Q .V 112.0 15.417 11.4779 18.72 4 .V 257.3 15.500 11.6081 18.90 0 V 229.0 15.583 11.7361 18.58 Q V 107.9 15.667 11.8602 18.03 Q V 68.4 15.750 11.9845 18.05 Q V 59.1 15.833 12.1160 19.09 0 V 15.917 12.2617 21.15 Q. V 16.000 12.4328 24.85 .Q V 16.083 12.6676 34.09 Q V 16.167 13.0441 54.66 Q 16.250 13.5653 75.68 V 0 16.333 14.1590 86.21 V Q . 16.417 14.6520 71.59 V .0 16.500 14.9893 48.97 Q V . 16.583 15.2261 34.39 Q V . 16.667 15.4079 26.39 .Q V . 16.750 15.5566 21.58 Q. V. 16.833 15.6932 19.84 Q V. 16.917 15.8209 18.54 Q V. 17.000 15.9380 17.01 Q V. FLOW PROCESS FROM NODE 6000.00 TO NODE 6000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 2 FORWARD IN TIME BY 24.000 HOURS««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- MODEL STREAM 2 STREAM 2 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 60.2 39.583 .0 58.9 39.667 .0 57.1 39.750 .0 57.2 39.833 .0 60.2 39.917 .0 66.3 40.000 .0 78.7 40.083 .0 112.0 40.166 .0 185.7 40.250 .0 257.3 40.333 .0 284.3 40.416 .0 229.0 40.500 .0 154.6 40.583 .0 107.9 40.666 .0 83.1 40.750 .0 68.4 40.833 .0 63.1 40.916 .0 59.1 41.000 .0 54.4 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 17 FLOW PROCESS FROM NODE 6000.00 TO NODE 6000.00 IS CODE = 7 ---------------------------------------------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< FLOW PROCESS FROM NODE 6000.00 TO NODE 6000.00 1S CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 10.40 .100 3 2.00 14.80 1.320 4 4.00 25.10 3.830 5 6.00 35.40 7.740 6 8.00 35.41 12.820 7 10.00 35.42 19.000 8 12.00 35.43 27.840 INFLOW (STREAM 1) V effective depth - ----------- (and volume) V........ detention <--> outflow basin ....... deadbasin outlet V storage OUTFLOW (STREAM 1) - ------------------------------------------------------------ BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ---------------------------------------------------------------------------- 24.000 .000 8.3 .71 11.9 .494 24.083 .000 8.5 .68 11.8 .472 24.167 .000 10.0 .66 11.7 .460 24.250 .000 12.8 .67 11.7 .468 24.333 .000 16.5 .72 11.8 .500 24.417 .000 19.4 .80 11.9 .551 24.500 .000 21.1 .90 12.1 .613 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 18 24.583 .000 22.0 1.00 12.4 .679 24.667 .000 22.6 1.11 12.6 .748 24.750 .000 22.9 1.22 12.9 .818 24.833 .000 23.2 1.33 13.1 .887 24.917 .000 23.5 1.43 13.4 .957 25.000 .000 23.7 1.54 13.6 1.027 25.083 .000 23.9 1.65 13.9 1.096 25.167 .000 24.0 1.76 14.1 1.164 25.250 .000 24.2 1.86 14.4 1.232 25.333 .000 24.3 1.97 14.6 1.299 25.417 .000 24.5 2.04 14.9 1.365 25.500 .000 24.6 2.09 15.1 1.430 25.583 .000 24.7 2.14 15.4 1.494 25.667 .000 24.8 2.19 15.6 1.557 25.750 .000 24.9 2.24 15.9 1.619 25.833 .000 25.0 2.29 16.2 1.680 25.917 .000 25.1 2.33 16.4 1.740 26.000 .000 25.2 2.38 16.6 1.798 26.083 .000 25.3 2.43 16.9 1.856 26.167 .000 25.3 2.47 17.1 1.913 26.250 .000 25.4 2.52 17.3 1.968 26.333 .000 25.5 2.56 17.6 2.023 26.417 .000 25.6 2.60 17.8 2.076 26.500 .000 25.6 2.64 18.0 2.129 26.583 .000 25.7 2.69 18.2 2.180 26.667 .000 25.8 2.73 18.4 2.231 26.750 .000 25.9 2.77 18.6 2.281 26.833 .000 25.9 2.80 18.8 2.329 26.917 .000 26.0 2.84 19.0 2.377 27.000 .000 26.1 2.88 19.2 2.424 27.083 .000 26.1 2.92 19.4 2.471 27.167 .000 26.2 2.95 19.6 2.516 27.250 .000 26.3 2.99 19.8 2.560 27.333 .000 26.3 3.02 20.0 2.604 27.417 .000 26.4 3.06 20.2 2.647 27.500 .000 26.5 3.09 20.3 2.690 27.583 .000 26.5 3.12 20.5 2.731 27.667 .000 26.6 3.16 20.7 2.772 27.750 .000 26.7 3.19 20.8 2.812 27.833 .000 26.7 3.22 21.0 2.851 27.917 .000 26.8 3.25 21.2 2.890 28.000 .000 26.8 3.28 21.3 2.928 28.083 .000 26.9 3.31 21.5 2.965 28.167 .000 27.0 3.34 21.6 3.002 28.250 .000 27.0 3.37 21.8 3.038 28.333 .000 27.1 3.40 21.9 3.074 28.417 .000 27.1 3.43 22.1 3.108 28.500 .000 27.2 3.45 22.2 3.143 28.583 .000 27.3 3.48 22.4 3.177 28.667 .000 27.3 3.51 22.5 3.210 28.750 .000 27.4 3.53 22.6 3.243 28.833 .000 27.5 3.56 22.8 3.276 28.917 .000 27.6 3.58 22.9 3.308 29.000 .000 27.6 3.61 23.0 3.340 29.083 .000 27.7 3.63 23.2 3.371 29.167 .000 27.8 3.66 23.3 3.402 29.250 .000 27.8 3.68 23.4 3.432 29.333 .000 27.9 3.71 23.5 3.463 29.417 .000 28.0 3.73 23.7 3.492 29.500 .000 28.1 3.75 23.8 3.522 29.583 .000 28.1 3.78 23.9 3.551 29.667 .000 28.2 3.80 24.0 3.580 29.750 .000 28.3 3.82 24.1 3.609 29.833 .000 28.4 3.85 24.3 3.637 29.917 .000 28.5 3.87 24.4 3.665 30.000 .000 28.5 3.89 24.5 3.693 30.083 .000 28.6 3.91 24.6 3.721 30.167 .000 28.7 3.93 24.7 3.748 30.250 .000 28.8 3.96 24.8 3.776 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 19 30.333 .000 28.9 3.98 24.9 3.803 30.417 .000 29.0 4.00 25.0 3.830 30.500 .000 29.0 4.01 25.1 3.857 30.583 .000 29.1 4.03 25.2 3.884 30.667 .000 29.2 4.04 25.3 3.911 30.750 .000 29.3 4.06 25.3 3.938 30.833 .000 29.4 4.07 25.4 3.966 30.917 .000 29.5 4.08 25.5 3.993 31.000 .000 29.6 4.10 25.6 4.021 31.083 .000 29.7 4.11 25.6 4.049 31.167 .000 29.8 4.13 25.7 4.077 31.250 .000 29.9 4.14 25.8 4.105 31.333 .000 30.0 4.16 25.9 4.134 31.417 .000 30.1 4.17 25.9 4.162 31.500 .000 30.2 4.18 26.0 4.191 31.583 .000 30.3 4.20 26.1 4.220 31.667 .000 30.4 4.21 26.2 4.249 31.750 .000 30.5 4.23 26.2 4.278 31.833 .000 30.6 4.24 26.3 4.308 31.917 .000 30.7 4.26 26.4 4.337 32.000 .000 30.8 4.27 26.5 4.367 32.083 .000 30.9 4.29 26.6 4.398 32.167 .000 31.1 4.31 26.6 4.428 32.250 .000 31.2 4.32 26.7 4.459 32.333 .000 31.3 4.34 26.8 4.490 32.417 .000 31.4 4.35 26.9 4.521 32.500 .000 31.5 4.37 27.0 4.552 32.583 .000 31.6 4.39 27.0 4.584 32.667 .000 31.8 4.40 27.1 4.616 32.750 .000 31.9 4.42 27.2 4.648 32.833 .000 32.0 4.44 27.3 4.681 32.917 .000 32.2 4.45 27.4 4.714 33.000 .000 32.3 4.47 27.5 4.747 33.083 .000 32.4 4.49 27.6 4.780 33.167 .000 32.6 4.50 27.6 4.814 33.250 .000 32.7 4.52 27.7 4.848 33.333 .000 32.8 4.54 27.8 4.883 33.417 .000 33.0 4.56 27.9 4.918 33.500 .000 33.1 4.57 28.0 4.953 33.583 .000 33.3 4.59 28.1 4.989 33.667 .000 33.4 4.61 28.2 5.025 33.750 .000 33.6 4.63 28.3 5.061 33.833 .000 33.7 4.65 28.4 5.098 33.917 .000 33.9 4.67 28.5 5.135 34.000 .000 34.1 4.69 28.6 5.173 34.083 .000 34.2 4.71 28.7 5.211 34.167 .000 34.4 4.73 28.8 5.249 34.250 .000 34.6 4.75 28.9 5.288 34.333 .000 34.7 4.77 29.0 5.328 34.417 .000 34.9 4.79 29.1 5.368 34.500 .000 35.1 4.81 29.2 5.408 34.583 .000 35.3 4.83 29.3 5.449 34.667 .000 35.5 4.85 29.4 5.491 34.750 .000 35.6 4.87 29.5 5.533 34.833 .000 35.8 4.89 29.6 5.576 34.917 .000 36.0 4.92 29.8 5.619 35.000 .000 36.2 4.94 29.9 5.663 35.083 .000 36.4 4.96 30.0 5.707 35.167 .000 36.7 4.98 30.1 5.752 35.250 .000 36.9 5.01 30.2 5.798 35.333 .000 37.1 5.03 30.3 5.845 35.417 .000 37.3 5.05 30.5 5.892 35.500 .000 37.6 5.08 30.6 5.940 35.583 .000 37.8 5.10 30.7 5.989 35.667 .000 38.0 5.13 30.9 6.038 35.750 .000 38.3 5.16 31.0 6.088 35.833 .000 38.5 5.18 31.1 6.139 35.917 .000 38.8 5.21 31.3 6.191 36.000 .000 39.1 5.23 31.4 6.244 NODE6000.OUT friday, August 11, 1995 10:18 am Page 20 36.083 .000 39.3 5.26 31.5 6.298 36.167 .000 39.1 5.29 31.7 6.349 36.250 .000 38.5 5.31 31.8 6.395 36.333 .000 37.7 5.33 31.9 6.434 36.417 .000 37.1 5.35 32.0 6.469 36.500 .000 36.9 5.37 32.1 6.502 36.583 .000 37.0 5.38 32.2 6.535 36.667 .000 37.2 5.40 32.3 6.569 36.750 .000 37.5 5.42 32.4 6.604 36.833 .000 37.8 5.44 32.5 6.641 36.917 .000 38.1 5.46 32.6 6.679 37.000 .000 38.5 5.48 32.7 6.719 37.083 .000 38.9 5.50 32.8 6.762 37.167 .000 39.3 5.52 32.9 6.806 37.250 .000 39.7 5.55 33.0 6.852 37.333 .000 40.2 5.57 33.1 6.901 37.417 .000 40.6 5.60 33.3 6.952 37.500 .000 41.1 5.62 33.4 7.005 37.583 .000 41.6 5.65 33.5 7.061 37.667 .000 42.2 5.68 33.7 7.119 37.750 .000 42.7 5.71 33.8 7.180 37.833 .000 43.3 5.75 34.0 7.244 37.917 .000 43.9 5.78 34.2 7.311 38.000 .000 44.6 5.82 34.4 7.381 38.083 .000 45.3 5.85 34.6 7.456 38.167 .000 46.4 5.90 34.8 7.535 38.250 .000 47.8 5.94 35.0 7.623 38.333 .000 49.4 5.99 35.2 7.721 38.417 .000 51.0 6.04 35.4 7.829 38.500 .000 52.3 6.08 35.4 7.946 38.583 .000 53.5 6.13 35.4 8.070 38.667 .000 54.6 6.18 35.4 8.203 38.750 .000 55.8 6.24 35.4 8.343 38.833 .000 57.0 6.30 35.4 8.492 38.917 .000 58.2 6.36 35.4 8.649 39.000 .000 59.5 6.42 35.4 8.815 39.083 .000 61.0 6.49 35.4 8.991 39.167 .000 62.5 6.57 35.4 9.178 39.250 .000 64.3 6.64 35.4 9.377 39.333 .000 66.2 6.73 35.4 9.589 39.417 .000 68.0 6.82 35.4 9.814 39.500 .000 68.4 6.91 35.4 10.041 39.583 .000 67.2 6.99 35.4 10.260 39.667 .000 65.4 7.07 35.4 10.466 39.750 .000 65.5 7.15 35.4 10.673 39.833 .000 68.5 7.24 35.4 10.901 39.917 .000 74.6 7.35 35.4 11.171 40.000 .000 87.1 7.49 35.4 11.527 40.083 .000 120.5 7.72 35.4 12.113 40.167 .000 194.3 8.13 35.4 13.208 40.250 .000 266.2 8.64 35.4 14.797 40.333 .000 293.5 9.22 35.4 16.575 40.417 .000 238.3 9.67 35.4 17.972 40.500 .000 164.0 9.95 35.4 18.857 40.583 .000 117.3 10.10 35.4 19.421 40.667 .000 92.5 10.18 35.4 19.814 40.750 .000 77.8 10.25 35.4 20.106 40.833 .000 72.5 10.31 35.4 20.362 40.917 .000 68.5 10.36 35.4 20.590 41.000 .000 63.8 10.40 35.4 20.785 41.083 .000 60.0 10.44 35.4 20.954 41.167 .000 56.8 10.48 35.4 21.102 41.250 .000 54.3 10.50 35.4 21.232 41.333 .000 51.7 10.53 35.4 21.344 41.417 .000 49.5 10.55 35.4 21.440 41.500 .000 47.7 10.57 35.4 21.525 41.583 .000 46.3 10.59 35.4 21.599 41.667 .000 45.1 10.60 35.4 21.666 41.750 .000 44.0 10.62 35.4 21.725 NOOE6000.OUT Friday, August 11, 1995 10:18 am Page 21 41.833 .000 43.1 10.63 35.4 21.778 41.917 .000 42.2 10.64 35.4 21.824 42.000 .000 41.4 10.65 35.4 21.865 42.083 .000 40.8 10.66 35.4 21.902 42.167 .000 40.5 10.66 35.4 21.937 42.250 .000 40.7 10.67 35.4 21.974 42.333 .000 41.3 10.68 35.4 22.014 42.417 .000 41.6 10.69 35.4 22.057 42.500 .000 41.6 10.70 35.4 22.099 42.583 .000 41.4 10.71 35.4 22.140 42.667 .000 41.0 10.72 35.4 22.179 42.750 .000 40.6 10.73 35.4 22.215 42.833 .000 40.2 10.73 35.4 22.248 42.917 .000 39.9 10.74 35.4 22.278 43.000 .000 39.5 10.75 35.4 22.306 43.083 .000 39.1 10.75 35.4 22.332 43.167 .000 38.8 10.76 35.4 22.355 43.250 .000 38.5 10.76 35.4 22.376 43.333 .000 38.1 10.77 35.4 22.395 43.417 .000 37.8 10.77 35.4 22.411 43.500 .000 37.5 10.78 35.4 22.426 43.583 .000 37.2 10.78 35.4 22.438 43.667 .000 37.0 10.78 35.4 22.449 43.750 .000 36.7 10.78 35.4 22.457 43.833 .000 36.4 10.78 35.4 22.464 43.917 .000 36.2 10.78 35.4 22.469 44.000 .000 35.9 10.79 35.4 22.473 44.083 .000 35.7 10.79 35.4 22.475 44.167 .000 35.5 10.79 35.4 22.475 44.250 .000 35.2 10.79 35.4 22.474 44.333 .000 35.0 10.79 35.4 22.471 44.417 .000 34.8 10.78 35.4 22.467 44.500 .000 34.6 10.78 35.4 22.461 44.583 .000 34.4 10.78 35.4 22.454 44.667 .000 34.2 10.78 35.4 22.446 44.750 .000 34.0 10.78 35.4 22.436 44.833 .000 33.8 10.77 35.4 22.425 44.917 .000 33.6 10.77 35.4 22.413 45.000 .000 33.5 10.77 35.4 22.399 45.083 .000 33.3 10.77 35.4 22.385 45.167 .000 33.1 10.76 35.4 22.369 45.250 .000 33.0 10.76 35.4 22.352 45.333 .000 32.8 10.75 35.4 22.334 45.417 .000 32.6 10.75 35.4 22.315 45.500 .000 32.5 10.75 35.4 22.294 45.583 .000 32.3 10.74 35.4 22.273 45.667 .000 32.2 10.74 35.4 22.251 45.750 .000 32.0 10.73 35.4 22.227 45.833 .000 31.9 10.72 35.4 22.203 45.917 .000 31.7 10.72 35.4 22.177 46.000 .000 31.6 10.71 35.4 22.151 46.083 .000 31.5 10.71 35.4 22.124 46.167 .000 31.3 10.70 35.4 22.096 46.250 .000 31.2 10.69 35.4 22.067 46.333 .000 31.1 10.69 35.4 22.037 46.417 .000 30.9 10.68 35.4 22.006 46.500 .000 30.8 10.67 35.4 21.974 46.583 .000 30.7 10.67 35.4 21.941 46.667 .000 30.6 10.66 35.4 21.908 46.750 .000 30.4 10.65 35.4 21.873 46.833 .000 30.3 10.64 35.4 21.838 46.917 .000 30.2 10.63 35.4 21.802 47.000 .000 30.1 10.63 35.4 21.765 47.083 .000 29.9 10.62 35.4 21.728 47.167 .000 29.8 10.61 35.4 21.689 47.250 .000 29.7 10.60 35.4 21.650 47.333 .000 29.6 10.59 35.4 21.610 47.417 .000 29.5 10.58 35.4 21.569 47.500 .000 29.4 10.57 35.4 21.527 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 22 47.583 .000 29.3 10.56 35.4 21.485 47.667 .000 29.2 10.55 35.4 21.442 47.750 .000 29.1 10.54 35.4 21.398 47.833 .000 29.0 10.53 35.4 21.353 47.917 .000 28.9 10.52 35.4 21.308 48.000 .000 28.8 10.51 35.4 21.262 48.083 .000 28.2 10.50 35.4 21.213 48.167 .000 26.1 10.49 35.4 21.148 48.250 .000 21.9 10.47 35.4 21.055 48.333 .000 16.7 10.44 35.4 20.926 48.417 .000 12.7 10.40 35.4 20.770 48.500 .000 10.5 10.36 35.4 20.598 48.583 .000 9.4 10.32 35.4 20.419 48.667 .000 8.8 10.28 35.4 20.236 48.750 .000 8.6 10.24 35.4 20.051 48.833 .000 8.5 10.20 35.4 19.866 48.917 .000 8.4 10.15 35.4 19.679 49.000 .000 8.3 10.11 35.4 19.492 49.083 .000 8.2 10.07 35.4 19.305 49.167 .000 8.2 10.03 35.4 19.117 49.250 .000 8.1 9.98 35.4 18.930 49.333 .000 8.1 9.92 35.4 18.742 49.416 .000 8.1 9.86 35.4 18.553 49.500 .000 8.0 9.79 35.4 18.365 49.583 .000 8.0 9.73 35.4 18.175 49.666 .000 7.8 9.67 35.4 17.985 49.750 .000 7.6 9.61 35.4 17.793 49.833 .000 7.4 9.55 35.4 17.600 49.916 .000 7.2 9.48 35.4 17.405 50.000 .000 7.0 9.42 35.4 17.209 50.083 .000 6.8 9.36 35.4 17.012 50.166 .000 6.6 9.29 35.4 16.813 50.250 .000 6.4 9.23 35.4 16.614 50.333 .000 6.2 9.16 35.4 16.412 50.416 .000 6.1 9.10 35.4 16.210 50.500 .000 5.9 9.03 35.4 16.007 50.583 .000 5.7 8.97 35.4 15.802 50.666 .000 5.6 8.90 35.4 15.597 50.750 .000 5.4 8.83 35.4 15.390 50.833 .000 5.3 8.76 35.4 15.182 50.916 .000 5.1 8.70 35.4 14.974 51.000 .000 4.8 8.63 35.4 14.763 51.083 .000 4.4 8.56 35.4 14.549 51.166 .000 3.9 8.49 35.4 14.332 51.250 .000 3.4 8.42 35.4 14.112 51.333 .000 3.1 8.35 35.4 13.889 51.416 .000 2.7 8.27 35.4 13.664 51.500 .000 2.4 8.20 35.4 13.437 51.583 .000 2.1 8.13 35.4 13.207 51.666 .000 1.9 8.05 35.4 12.977 51.750 .000 1.7 7.97 35.4 12.744 51.833 .000 1.5 7.88 35.4 12.511 51.916 .000 1.3 7.79 35.4 12.276 52.000 .000 1.2 7.69 35.4 12.040 52.083 .000 1.0 7.60 35.4 11.804 52.166 .000 .9 7.51 35.4 11.566 52.250 .000 .8 7.41 35.4 11.328 52.333 .000 .7 7.32 35.4 11.089 52.416 .000 .7 7.22 35.4 10.850 52.500 .000 .6 7.13 35.4 10.610 52.583 .000 .5 7.04 35.4 10.370 52.666 .000 .5 6.94 35.4 10.129 52.750 .000 .4 6.85 35.4 9.888 52.833 .000 .4 6.75 35.4 9.647 52.916 .000 .3 6.66 35.4 9.405 53.000 .000 .3 6.56 35.4 9.163 53.083 .000 .3 6.46 35.4 8.921 53.166 .000 .2 6.37 35.4 8.679 53.250 .000 .2 6.27 35.4 8.436 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 23 53.333 .000 .2 6.18 35.4 8.194 53.416 .000 .2 6.08 35.4 7.951 53.500 .000 .1 5.98 35.4 7.708 53.583 .000 .1 5.86 35.0 7.468 53.666 .000 .1 5.74 34.4 7.232 53.750 .000 .0 5.62 33.8 7.000 53.833 .000 .0 5.51 33.2 6.773 53.916 .000 .0 5.39 32.6 6.549 54.000 .000 .0 5.28 32.0 6.329 54.083 .000 .0 5.17 31.4 6.113 54.166 .000 .0 5.06 30.8 5.901 54.250 .000 .0 4.95 30.3 5.693 54.333 .000 .0 4.85 29.7 5.489 54.416 .000 .0 4.75 29.2 5.288 54.500 .000 .0 4.64 28.7 5.091 54.583 .000 .0 4.55 28.2 4.897 54.666 .000 .0 4.45 27.7 4.706 54.750 .000 .0 4.35 27.2 4.520 54.833 .000 .0 4.26 26.7 4.336 54.916 .000 .0 4.17 26.2 4.156 55.000 .000 .0 4.08 25.7 3.979 55.083 .000 .0 3.98 25.2 3.805 55.166 .000 .0 3.84 24.6 3.635 55.250 .000 .0 3.71 24.0 3.470 55.333 .000 .0 3.59 23.3 3.310 55.416 .000 .0 3.46 22.6 3.154 55.500 .000 .0 3.34 22.0 3.002 55.583 .000 .0 3.22 21.4 2.855 55.666 .000 .0 3.11 20.8 2.712 55.750 .000 .0 3.00 20.2 2.573 55.833 .000 .0 2.89 19.7 2.437 55.916 .000 .0 2.79 19.1 2.306 56.000 .000 .0 2.68 18.6 2.178 56.083 .000 .0 2.58 18.1 2.053 56.166 .000 .0 2.49 17.6 1.932 56.250 .000 .0 2.39 17.1 1.815 56.333 .000 .0 2.30 16.6 1.701 56.416 .000 .0 2.21 16.1 1.589 56.500 .000 .0 2.13 15.7 1.481 56.583 .000 .0 2.04 15.2 1.376 56.666 .000 .0 1.93 14.8 1.274 56.750 .000 .0 1.77 14.5 1.175 56.833 .000 .0 1.62 14.1 1.078 56.916 .000 .0 1.47 13.8 .983 57.000 .000 .0 1.33 13.4 .890 57.083 .000 .0 1.19 13.1 .800 57.166 .000 .0 1.05 12.8 .712 57.250 .000 .0 .92 12.5 .627 57.333 .000 .0 .79 12.1 .543 57.416 .000 .0 .66 11.9 .461 57.500 .000 .0 .54 11.6 .382 57.583 .000 .0 .42 11.3 .304 57.666 .000 .0 .30 11.0 .228 57.750 .000 .0 .18 10.7 .154 57.833 .000 .0 .09 9.8 .087 57.916 .000 .0 .04 6.7 .041 58.000 .000 .0 .02 3.1 .019 58.083 .000 .0 .00 1.5 .009 58.166 .000 .0 .00 .7 .004 58.250 .000 .0 .00 .3 .002 58.333 .000 .0 .00 .2 .000 58.416 .000 .0 .00 .0 .000 58.500 .000 .0 .00 .0 .000 58.583 .000 .0 .00 .0 .000 58.666 .000 .0 .00 .0 .000 58.750 .000 .0 .00 .0 .000 58.833 .000 .0 .00 .0 .000 58.916 .000 .0 .00 .0 .000 59.000 .000 .0 .00 .0 .000 NODE6000.OUT Friday, August 11, 1995 10:18 am Page 24 ---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 107.119 AF BASIN STORAGE = .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 107.119 AF LOSS VOLUME = .000 AF ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- END OF FLOOD ROUTING ANALYSIS NODE6000.OUT Friday, August 11, 1995 10:18 am Page 25 NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 1 F L 0 0 D R O U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 +++++++++*++++++++++*+++++ DESCRIPTION OF STUDY *+++++++++++++++++++++++++ * SUBAREA 7 - BASIN J + * NODE 7000 + * +++++++++++++++++++++++*+++*++++++++++++++++++++*+++++++++++++++++++++++** FILE NAME: SL\NODE7000.DAT TIME/DATE OF STUDY: 15: 4 8/10/1995 ++***+++*+*+++++++++*++++++++*+++*+***+*++++*++++*+++*+*+*****++++++++++++*+ FLOW PROCESS FROM NODE 7000.00 TO NODE 7000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS ««< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 73.500 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) _ .310 LOW LOSS FRACTION = .273 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .997 30 -MINUTE FACTOR = .997 1 -HOUR FACTOR = .997 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NOOE7000.OUT Thursday, August 10, 1995 4:07 pm Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 19.290 2 13.591 101.523 3 35.448 194.285 4 62.910 244.099 5 82.281 172.193 6 91.877 85.299 7 96.496 41.058 8 98.279 15.844 9 98.906 5.578 10 99.440 4.747 11 99.776 2.985 12 99.944 1.492 13 100.000 .497 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 2.54 TOTAL EFFECTIVE RAINFALL(INCHES) = 7.36 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 15.5494 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 45.0559 ---------------------------------------------------------------------------- NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 3 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H -- --- ------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0 15.583 24.6754 41.09 Q V 15.667 24.9486 39.68 Q V 15.750 25.2235 39.91 Q V 15.833 25.5145 42.25 Q V 15.917 25.8360 46.68 Q. V 16.000 26.2192 55.65 Q V 16.083 26.7636 79.04 Q V 16.167 27.6627 130.55 V Q 16.250 28.8911 178.35 V Q 16.333 30.2209 193.09 V Q . 16.417 31.2367 147.50 V Q. 16.500 31.9021 96.60 Q. V . 16.583 32.3750 68.68 Q V . 16.667 32.7429 53.42 Q V. 16.750 33.0613 46.23 Q. V. 16.833 33.3593 43.27 Q V. 16.917 33.6354 40.10 Q V. 17.000 33.8919 37.24 Q V **************************************************************************** FLOW PROCESS FROM NODE 7000,00 TO NODE 7000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 73.500 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) _ .310 LOW LOSS FRACTION = .424 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .997 30 -MINUTE FACTOR = .997 1 -HOUR FACTOR = .997 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HDUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ------------------------------------------------ UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 19.290 2 13.591 101.523 3 35.448 194.285 4 62.910 244.099 5 82.281 172.193 6 91.877 85.299 7 96.496 41.058 8 98.279 15.844 9 98.906 5.578 10 99.440 4.747 11 99.776 2.985 12 99.944 1.492 13 100.000 .497 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 1.44 TOTAL EFFECTIVE RAINFALL(INCHES) = 2.11 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 8.8495 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 12.9455 ---------------------------------------------------------------------------- NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 5 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H ---------------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 17.5 35.0 52.5 70.0 15.583 7.0322 11.07 Q .V 15.667 7.1059 10.70 Q .V 15.750 7.1803 10.80 Q V 15.833 7.2598 11.55 Q V , 15.917 7.3486 12.90 Q V 16.000 7.4543 15.34 Q V 16.083 7.6063 22.07 Q V 16.167 7.8722 38.62 .0 Q V , 16.250 8.2498 54.82 40.666 V .0 16.333 8.6691 60.88 46.2 V Q 16.417 8.9870 46.16 .0 QV 16.500 9.1886 29.28 Q V . 16.583 9.3271 20.10 Q V . 16.667 9.4305 15.02 Q V. , 16.750 9.5176 12.64 Q V. 16.833 9.5986 11.77 Q V. 16.917 9.6731 10.81 Q V. 17.000 9.7416 9.96 Q V FLOW PROCESS FROM NODE 7000.00 TO NODE 7000.00 IS CODE = 9 ---------------------------------------------------------------------------- »» MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 42.1 39.583 .0 41.1 39.667 .0 39.7 39.750 .0 39.9 39.833 .0 42.3 39.917 .0 46.7 40.000 .0 55.7 40.083 .0 79.0 40.166 .0 130.6 40.250 .0 178.4 40,333 .0 193.1 40.416 .0 147.5 40.500 .0 96.6 40.583 .0 68.7 40.666 .0 53.4 40.750 .0 46.2 40.833 .0 43.3 40.916 .0 40.1 41.000 .0 37.2 FLOW PROCESS FROM NODE 7000.00 TO NODE 7000.00 IS CODE = 7 ---------------------------------------------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 6 ****fnt,rrt*,rw******,r,rf «*r*****er*•**r*****,t«**««f«*««r,t,r+*r,t,r,t**r**rr«.*,t*,t**« FLOW PROCESS FROM NODE 7000.00 TO NODE 7000.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 4.30 .100 3 2.00 6.00 .850 4 4.00 10.10 2.240 5 6.00 14.40 4.470 6 8.00 14.41 8.420 7 10.00 14.42 13.810 8 12.00 14.43 20.350 INFLOW (STREAM 1) V effective depth ----------- (and volume) ...V........ detention <--> outflow basin....... deadbasin outlet V storage OUTFLOW (STREAM 1) BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 4.0 2.06 6.2 .895 24.083 .000 4.2 2.05 6.1 .882 24.167 .000 5.3 2.04 6.1 .876 24.250 .000 7.4 2.05 6.1 .885 24.333 .000 10.1 2.09 6.1 .913 24.417 .000 12.0 2.15 6.2 .953 24.500 .000 13.0 2.21 6.4 .998 24.583 .000 13.5 2.28 6.5 1.046 24.667 .000 13.7 2.35 6.7 1.095 24.750 .000 13.8 2.42 6.8 1.143 24.833 .000 13.9 2.49 6.9 1.190 24.917 .000 13.9 2.56 7.1 1.238 25.000 .000 14.0 2.62 7.2 1.284 NOOE7000.00 Thursday, August 10, 1995 4.07 pm Page 7 25.083 .000 14.0 2.69 7.3 1.330 25.167 .000 14.0 2.76 7.5 1.375 25.250 .000 14.1 2.82 7.6 1.419 25.333 .000 14.1 2.88 7.7 1.463 25.417 .000 14.1 2.94 7.9 1.506 25.500 .000 14.1 3.00 8.0 1.548 25.583 .000 14.2 3.06 8.1 1.590 25.667 .000 14.2 3.12 8.2 1.631 25.750 .000 14.2 3.18 8.4 1.671 25.833 .000 14.3 3.24 8.5 1.711 25.917 .000 14.3 3.30 8.6 1.750 26.000 .000 14.3 3.35 8.7 1.789 26.083 .000 14.4 3.41 8.8 1.827 26.167 .000 14.4 3.46 8.9 1.865 26.250 .000 14.4 3.51 9.0 1.902 26.333 .000 14.5 3.57 9.2 1.938 26.417 .000 14.5 3.62 9.3 1.974 26.500 .000 14.5 3.67 9.4 2.010 26.583 .000 14.6 3.72 9.5 2.045 26.667 .000 14.6 3.77 9.6 2.079 26.750 .000 14.6 3.82 9.7 2.113 26.833 .000 14.7 3.87 9.8 2.147 26.917 .000 14.7 3.91 9.9 2.180 27.000 .000 14.7 3.96 10.0 2.213 27.083 .000 14.8 4.00 10.1 2.245 27.167 .000 14.8 4.03 10.1 2.277 27.250 .000 14.8 4.06 10.2 2.309 27.333 .000 14.9 4.09 10.3 2.341 27.417 .000 14.9 4.12 10.3 2.373 27.500 .000 14.9 4.15 10.4 2.404 27.583 .000 15.0 4.18 10.4 2.435 27.667 .000 15.0 4.20 10.5 2.466 27.750 .000 15.1 4.23 10.6 2.497 27.833 .000 15.1 4.26 10.6 2.528 27.917 .000 15.1 4.29 10.7 2.559 28.000 .000 15.2 4.31 10.7 2.589 28.083 .000 15.2 4.34 10.8 2.620 28.167 .000 15.3 4.37 10.9 2.650 28.250 .000 15.3 4.39 10.9 2.680 28.333 .000 15.3 4.42 11.0 2.710 28.417 .000 15.4 4.45 11.0 2.740 28.500 .000 15.4 4.47 11.1 2.770 28.583 .000 15.5 4.50 11.1 2.799 28.667 .000 15.5 4.53 11.2 2.829 28.750 .000 15.5 4.55 11.3 2.858 28.833 .000 15.6 4.58 11.3 2.888 28.917 .000 15.6 4.61 11.4 2.917 29.000 .000 15.7 4.63 11.4 2.946 29.083 .000 15.7 4.66 11.5 2.975 29.167 .000 15.8 4.69 11.5 3.004 29.250 .000 15.8 4.71 11.6 3.033 29.333 .000 15.8 4.74 11.7 3.062 29.417 .000 15.9 4.76 11.7 3.091 29.500 .000 15.9 4.79 11.8 3.120 29.583 .000 16.0 4.81 11.8 3.148 29.667 .000 16.0 4.84 11.9 3.177 29.750 .000 16.1 4.87 11.9 3.205 29.833 .000 16.1 4.89 12.0 3.234 29.917 .000 16.2 4.92 12.0 3.262 30.000 .000 16.2 4.94 12.1 3.291 30.083 .000 16.3 4.97 12.2 3.319 30.167 .000 16.3 4.99 12.2 3.348 30.250 .000 16.4 5.02 12.3 3.376 30.333 .000 16.4 5.04 12.3 3.405 30.417 .000 16.5 5.07 12.4 3.433 30.500 .000 16.5 5.10 12.4 3.461 30.583 .000 16.6 5.12 12.5 3.490 30.667 .000 16.7 5.15 12.5 3.518 30.750 .000 16.7 5.17 12.6 3.546 NODE7000.0UT Thursday, August 10, 1995 4:07 pm Page 8 30.833 .000 16.8 5.20 12.6 3.575 30.917 .000 16.8 5.22 12.7 3.603 31.000 .000 16.9 5.25 12.8 3.631 31.083 .000 16.9 5.27 12.8 3.660 31.167 .000 17.0 5.30 12.9 3.688 31.250 .000 17.1 5.32 12.9 3.717 31.333 .000 17.1 5.35 13.0 3.745 31.417 .000 17.2 5.38 13.0 3.774 31.500 .000 17.2 5.40 13.1 3.802 31.583 .000 17.3 5.43 13.1 3.831 31.667 .000 17.4 5.45 13.2 3.859 31.750 .000 17.4 5.48 13.3 3.888 31.833 .000 17.5 5.50 13.3 3.917 31.917 .000 17.6 5.53 13.4 3.946 32.000 .000 17.6 5.56 13.4 3.975 32.083 .000 17.7 5.58 13.5 4.004 32.167 .000 17.8 5.61 13.5 4.033 32.250 .000 17.8 5.63 13.6 4.062 32.333 .000 17.9 5.66 13.6 4.091 32.417 .000 18.0 5.69 13.7 4.121 32.500 .000 18.0 5.71 13.8 4.150 32.583 .000 18.1 5.74 13.8 4.180 32.667 .000 18.2 5.77 13.9 4.210 32.750 .000 18.3 5.79 13.9 4.240 32.833 .000 18.3 5.82 14.0 4.270 32.917 .000 18.4 5.85 14.0 4.300 33.000 .000 18.5 5.87 14.1 4.330 33.083 .000 18.6 5.90 14.2 4.361 33.167 .000 18.7 5.93 14.2 4.391 33.250 .000 18.7 5.96 14.3 4.422 33.333 .000 18.8 5.98 14.3 4.453 33.417 .000 18.9 6.01 14.4 4.484 33.500 .000 19.0 6.02 14.4 4.516 33.583 .000 19.1 6.04 14.4 4.548 33.667 .000 19.2 6.06 14.4 4.581 33.750 .000 19.3 6.07 14.4 4.615 33.833 .000 19.4 6.09 14.4 4.649 33.917 .000 19.5 6.11 14.4 4.684 34.000 .000 19.6 6.13 14.4 4.719 34.083 .000 19.7 6.14 14.4 4.756 34.167 .000 19.8 6.16 14.4 4.793 34.250 .000 19.9 6.18 14.4 4.830 34.333 .000 20.0 6.20 14.4 4.869 34.417 .000 20.1 6.22 14.4 4.908 34.500 .000 20.2 6.24 14.4 4.948 34.583 .000 20.3 6.26 14.4 4.988 34.667 .000 20.4 6.28 14.4 5.030 34.750 .000 20.5 6.30 14.4 5.072 34.833 .000 20.6 6.33 14.4 5.115 34.917 .000 20.8 6.35 14.4 5.159 35.000 .000 20.9 6.37 14.4 5.203 35.083 .000 21.0 6.39 14.4 5.249 35.167 .000 21.1 6.42 14.4 5.295 35.250 .000 21.3 6.44 14.4 5.343 35.333 .000 21.4 6.47 14.4 5.391 35.417 .000 21.5 6.49 14.4 5.440 35.500 .000 21.7 6.52 14.4 5.490 35.583 .000 21.8 6.54 14.4 5.542 35.667 .000 22.0 6.57 14.4 5.594 35.750 .000 22.1 6.60 14.4 5.647 35.833 .000 22.3 6.62 14.4 5.701 35.917 .000 22.4 6.65 14.4 5.757 36.000 .000 22.6 6.68 14.4 5.813 36.083 .000 22.7 6.71 14.4 5.871 36.167 .000 22.5 6.74 14.4 5.927 36.250 .000 22.0 6.76 14.4 5.979 36.333 .000 21.3 6.79 14.4 6.027 36.417 .000 20.9 6.81 14.4 6.072 36.500 .000 20.8 6.83 14.4 6.116 NODE7000.0UT Thursday, August 10, 1995 4:07 pm Page 9 36.583 .000 20.9 6.86 14.4 6.160 36.667 .000 21.0 6.88 14.4 6.206 36.750 .000 21.2 6.90 14.4 6.253 36.833 .000 21.5 6.93 14.4 6.302 36.917 .000 21.7 6.95 14.4 6.352 37.000 .000 21.9 6.98 14.4 6.404 37.083 .000 22.2 7.01 14.4 6.458 37.167 .000 22.5 7.03 14.4 6.513 37.250 .000 22.8 7.06 14.4 6.571 37.333 .000 23.0 7.09 14.4 6.630 37.417 .000 23.4 7.12 14.4 6.692 37.500 .000 23.7 7.16 14.4 6.756 37.583 .000 24.0 7.19 14.4 6.822 37.667 .000 24.4 7.23 14.4 6.890 37.750 .000 24.7 7.26 14.4 6.961 37.833 .000 25.1 7.30 14.4 7.035 37.917 .000 25.5 7.34 14.4 7.111 38.000 .000 25.9 7.38 14.4 7.190 38.083 .000 26.4 7.42 14.4 7.273 38.167 .000 27.2 7.46 14.4 7.361 38.250 .000 28.2 7.51 14.4 7.456 38.333 .000 29.5 7.56 14.4 7.560 38.417 .000 30.5 7.62 14.4 7.671 38.500 .000 31.4 7.68 14.4 7.788 38.583 .000 32.1 7.74 14.4 7.910 38.667 .000 32.8 7.81 14.4 8.037 38.750 .000 33.5 7.87 14.4 8.168 38.833 .000 34.3 7.94 14.4 8.306 38.917 .000 35.2 8.01 14.4 8.449 39.000 .000 36.1 8.07 14.4 8.598 39.083 .000 37.1 8.12 14.4 8.754 39.167 .000 38.2 8.18 14.4 8.918 39.250 .000 39.4 8.25 14.4 9.090 39.333 .000 40.8 8.32 14.4 9.271 39.417 .000 42.0 8.39 14.4 9.461 39.500 .000 42.1 8.46 14.4 9.652 39.583 .000 41.1 8.53 14.4 9.836 39.667 .000 39.7 8.59 14.4 10.010 39.750 .000 39.9 8.66 14.4 10.185 39.833 .000 42.3 8.73 14.4 10.377 39.917 .000 46.7 8.81 14.4 10.599 40.000 .000 55.7 8.91 14.4 10.883 40.083 .000 79.0 9.08 14.4 11.328 40.167 .000 130.6 9.38 14.4 12.128 40.250 .000 178.4 9.79 14.4 13.257 40.333 .000 193.1 10.21 14.4 14.488 40.417 .000 147.5 10.49 14.4 15.404 40.500 .000 96.6 10.66 14.4 15.970 40.583 .000 68.7 10.77 14.4 16.344 40.667 .000 53.4 10.86 14.4 16.612 40.750 .000 46.2 10.92 14.4 16.831 40.833 .000 43.3 10.98 14.4 17.030 40.917 .000 40.1 11.04 14.4 17.207 41.000 .000 37.2 11.09 14.4 17.364 41.083 .000 34.8 11.13 14.4 17.505 41.167 .000 32.8 11.17 14.4 17.631 41.250 .000 30.9 11.20 14.4 17.744 41.333 .000 29.0 11.23 14.4 17.845 41.417 .000 27.5 11.26 14.4 17.934 41.500 .000 26.3 11.29 14.4 18.016 41.583 .000 25.3 11.31 14.4 18.091 41.667 .000 24.5 11.33 14.4 18.160 41.750 .000 23.8 11.35 14.4 18.225 41.833 .000 23.1 11.37 14.4 18.285 41.917 .000 22.5 11.39 14.4 18.340 42.000 .000 22.0 11.40 14.4 18.393 42.083 .000 21.6 11.42 14.4 18.442 42.167 .000 21.5 11.43 14.4 18.490 42.250 .000 21.7 11.45 14.4 18.541 NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 10 42.333 .000 22.2 11.46 14.4 18.594 42.417 .000 22.4 11.48 14.4 18.649 42.500 .000 22.4 11.50 14.4 18.704 42.583 .000 22.2 11.51 14.4 18.758 42.667 .000 22.0 11.53 14.4 18.809 42.750 .000 21.7 11.54 14.4 18.859 42.833 .000 21.4 11.56 14.4 18.908 42.917 .000 21.2 11.57 14.4 18.954 43.000 .000 20.9 11.59 14.4 18.998 43.083 .000 20.7 11.60 14.4 19.041 43.167 .000 20.4 11.61 14.4 19.083 43.250 .000 20.2 11.62 14.4 19.123 43.333 .000 20.0 11.64 14.4 19.161 43.417 .000 19.8 11.65 14.4 19.198 43.500 .000 19.6 11.66 14.4 19.233 43.583 .000 19.4 11.67 14.4 19.267 43.667 .000 19.2 11.68 14.4 19.300 43.750 .000 19.0 11.69 14.4 19.332 43.833 .000 18.8 11.70 14.4 19.362 43.917 .000 18.7 11.71 14.4 19.391 44.000 .000 18.5 11.72 14.4 19.419 44.083 .000 18.4 11.72 14.4 19.446 44.167 .000 18.2 11.73 14.4 19.472 44.250 .000 18.1 11.74 14.4 19.497 44.333 .000 17.9 11.75 14.4 19.521 44.417 .000 17.8 11.75 14.4 19.544 44.500 .000 17.6 11.76 14.4 19.566 44.583 .000 17.5 11.77 14.4 19.587 44.667 .000 17.4 11.77 14.4 19.608 44.750 .000 17.2 11.78 14.4 19.627 44.833 .000 17.1 11.78 14.4 19.645 44.917 .000 17.0 11.79 14.4 19.663 45.000 .000 16.9 11.80 14.4 19.680 45.083 .000 16.8 11.80 14.4 19.696 45.167 .000 16.7 11.80 14.4 19.711 45.250 .000 16.5 11.81 14.4 19.726 45.333 .000 16.4 11.81 14.4 19.740 45.417 .000 16.3 11.82 14.4 19.753 45.500 .000 16.2 11.82 14.4 19.765 45.583 .000 16.1 11.82 14.4 19.777 45.667 .000 16.0 11.83 14.4 19.788 45.750 .000 15.9 11.83 14.4 19.799 45.833 .000 15.9 11.83 14.4 19.808 45.917 .000 15.8 11.84 14.4 19.818 46.000 .000 15.7 11.84 14.4 19.826 46.083 .000 15.6 11.84 14.4 19.834 46.167 .000 15.5 11.84 14.4 19.841 46.250 .000 15.4 11.85 14.4 19.848 46.333 .000 15.3 11.85 14.4 19.854 46.417 .000 15.3 11.85 14.4 19.860 46.500 .000 15.2 11.85 14.4 19.865 46.583 .000 15.1 11.85 14.4 19.870 46.667 .000 15.0 11.85 14.4 19.874 46.750 .000 14.9 11.86 14.4 19.878 46.833 .000 14.9 11.86 14.4 19.881 46.917 .000 14.8 11.86 14.4 19.883 47.000 .000 14.7 11.86 14.4 19.885 47.083 .000 14.7 11.86 14.4 19.887 47.167 .000 14.6 11.86 14.4 19.888 47.250 .000 14.5 11.86 14.4 19.889 47.333 .000 14.5 11.86 14.4 19.889 47.417 .000 14.4 11.86 14.4 19.888 47.500 .000 14.3 11.86 14.4 19.888 47.583 .000 14.3 11.86 14.4 19.887 47.667 .000 14.2 11.86 14.4 19.885 47.750 .000 14.1 11.86 14.4 19.883 47.833 .000 14.1 11.86 14.4 19.881 47.917 .000 14.0 11.86 14.4 19.878 48.000 .000 14.0 11.85 14.4 19.875 NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 11 48.083 .000 13.6 11.85 14.4 19.869 48.167 .000 12.0 11.85 14.4 19.852 48.250 .000 8.9 11.84 14.4 19.814 48.333 .000 5.1 11.82 14.4 19.750 48.417 .000 2.5 11.79 14.4 19.668 48.500 .000 1.1 11.76 14.4 19.576 48.583 .000 .5 11.73 14.4 19.480 48.667 .000 .2 11.70 14.4 19.382 48.750 .000 .2 11.67 14.4 19.284 48.833 .000 .0 11.64 14.4 19.185 48.917 .000 .0 11.61 14.4 19.086 49.000 .000 .0 11.58 14.4 18.987 49.083 .000 .0 11.55 14.4 18.887 49.167 .000 .0 11.52 14.4 18.788 49.250 .000 .0 11.49 14.4 18.688 49.333 .000 .0 11.46 14.4 18.589 49.416 .000 .0 11.43 14.4 18.490 49.500 .000 .0 11.40 14.4 18.390 49.583 .000 .0 11.37 14.4 18.291 49.666 .000 .0 11.34 14.4 18.192 49.750 .000 .0 11.31 14.4 18.092 49.833 .000 .0 11.28 14.4 17.993 49.916 .000 .0 11.25 14.4 17.893 50.000 .000 .0 11.22 14.4 17.794 50.083 .000 .0 11.19 14.4 17.695 50.166 .000 .0 11.16 14.4 17.595 50.250 .000 .0 11.13 14.4 17.496 50.333 .000 .0 11.10 14.4 17.397 50.416 .000 .0 11.07 14.4 17.297 50.500 .000 .0 11.04 14.4 17.198 50.583 .000 .0 11.01 14.4 17.099 50.666 .000 .0 10.98 14.4 16.999 50.750 .000 .0 10.94 14.4 16.900 50.833 .000 .0 10.91 14.4 16.800 50.916 .000 .0 10.88 14.4 16.701 51.000 .000 .0 10.85 14.4 16.602 51.083 .000 .0 10.82 14.4 16.502 51.166 .000 .0 10.79 14.4 16.403 51.250 .000 .0 10.76 14.4 16.304 51.333 .000 .0 10.73 14.4 16.204 51.416 .000 .0 10.70 14.4 16.105 51.500 .000 .0 10.67 14.4 16.006 51.583 .000 .0 10.64 14.4 15.906 51.666 .000 .0 10.61 14.4 15.807 51.750 .000 .0 10.58 14.4 15.708 51.833 .000 .0 10.55 14.4 15.608 51.916 .000 .0 10.52 14.4 15.509 52.000 .000 .0 10.49 14.4 15.410 52.083 .000 .0 10.46 14.4 15.310 52.166 .000 .0 10.43 14.4 15.211 52.250 .000 .0 10.40 14.4 15.111 52.333 .000 .0 10.37 14.4 15.012 52.416 .000 .0 10.34 14.4 14.913 52.500 .000 .0 10.31 14.4 14.813 52.583 .000 .0 10.28 14.4 14.714 52.666 .000 .0 10.25 14.4 14.615 52.750 .000 .0 10.22 14.4 14.515 52.833 .000 .0 10.19 14.4 14.416 52.916 .000 .0 10.15 14.4 14.317 53.000 .000 .0 10.12 14.4 14.217 53.083 .000 .0 10.09 14.4 14.118 53.166 .000 .0 10.06 14.4 14.019 53.250 .000 .0 10.03 14.4 13.919 53.333 .000 .0 10.00 14.4 13.820 53.416 .000 .0 9.97 14.4 13.721 53.500 .000 .0 9.93 14.4 13.622 53.583 .000 .0 9.89 14.4 13.522 53.666 .000 .0 9.86 14.4 13.423 53.750 .000 .0 9.82 14.4 13.324 NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 12 53.833 .000 .0 9.78 14.4 13.224 53.916 .000 .0 9.75 14.4 13.125 54.000 .000 .0 9.71 14.4 13.026 54.083 .000 .0 9.67 14.4 12.926 54.166 .000 .0 9.64 14.4 12.827 54.250 .000 .0 9.60 14.4 12.728 54.333 .000 .0 9.56 14.4 12.628 54.416 .000 .0 9.52 14.4 12.529 54.500 .000 .0 9.49 14.4 12.430 54.583 .000 .0 9.45 14.4 12.330 54.666 .000 .0 9.41 14.4 12.231 54.750 .000 .0 9.38 14.4 12.132 54.833 .000 .0 9.34 14.4 12.033 54.916 .000 .0 9.30 14.4 11.933 55.000 .000 .0 9.27 14.4 11.834 55.083 .000 .0 9.23 14.4 11.735 55.166 .000 .0 9.19 14.4 11.635 55.250 .000 .0 9.16 14.4 11.536 55.333 .000 .0 9.12 14.4 11.437 55.416 .000 .0 9.08 14.4 11.337 55.500 .000 .0 9.05 14.4 11.238 55.583 .000 .0 9.01 14.4 11.139 55.666 .000 .0 8.97 14.4 11.040 55.750 .000 .0 8.94 14.4 10.940 55.833 .000 .0 8.90 14.4 10.841 55.916 .000 .0 8.86 14.4 10.742 56.000 .000 .0 8.82 14.4 10.642 56.083 .000 .0 8.79 14.4 10.543 56.166 .000 .0 8.75 14.4 10.444 56.250 .000 .0 8.71 14.4 10.345 56.333 .000 .0 8.68 14.4 10.245 56.416 .000 .0 8.64 14.4 10.146 56.500 .000 .0 8.60 14.4 10.047 56.583 .000 .0 8.57 14.4 9.948 56.666 .000 .0 8.53 14.4 9.848 56.750 .000 .0 8.49 14.4 9.749 56.833 .000 .0 8.46 14.4 9.650 56.916 .000 .0 8.42 14.4 9.550 57.000 .000 .0 8.38 14.4 9.451 57.083 .000 .0 8.35 14.4 9.352 57.166 .000 .0 8.31 14.4 9.253 57.250 .000 .0 8.27 14.4 9.153 57.333 .000 .0 8.24 14.4 9.054 57.416 .000 .0 8.20 14.4 8.955 57.500 .000 .0 8.16 14.4 8.856 57.583 .000 .0 8.12 14.4 8.756 57.666 .000 .0 8.09 14.4 8.657 57.750 .000 .0 8.05 14.4 8.558 57.833 .000 .0 8.01 14.4 8.459 57.916 .000 .0 7.97 14.4 8.359 58.000 .000 .0 7.92 14.4 8.260 58.083 .000 .0 7.87 14.4 8.161 58.166 .000 .0 7.82 14.4 8.062 58.250 .000 .0 7.77 14.4 7.962 58.333 .000 .0 7.72 14.4 7.863 58.416 .000 .0 7.67 14.4 7.764 58.500 .000 .0 7.62 14.4 7.665 58.583 .000 .0 7.57 14.4 7.565 58.666 .000 .0 7.52 14.4 7.466 58.750 .000 .0 7.47 14.4 7.367 58.833 .000 .0 7.42 14.4 7.268 58.916 .000 .0 7.37 14.4 7.169 59.000 .000 .0 7.32 14.4 7.069 59.083 .000 .0 7.27 14.4 6.970 59.166 .000 .0 7.22 14.4 6.871 59.250 .000 .0 7.17 14.4 6.772 59.333 .000 .0 7.12 14.4 6.672 59.416 .000 .0 7.06 14.4 6.573 59.500 .000 .0 7.01 14.4 6.474 NODE7000.OUT Thursday, August 10, 1995 4:07 pm Page 13 59.583 .000 .0 6.96 14.4 6.375 59.666 .000 .0 6.91 14.4 6.276 59.750 .000 .0 6.86 14.4 6.176 59.833 .000 .0 6.81 14.4 6.077 59.916 .000 .0 6.76 14.4 5.978 60.000 .000 .0 6.71 14.4 5.879 60.083 .000 .0 6.66 14.4 5.780 60.166 .000 .0 6.61 14.4 5.680 60.250 .000 .0 6.56 14.4 5.581 60.333 .000 .0 6.51 14.4 5.482 60.416 .000 .0 6.46 14.4 5.383 60.500 .000 .0 6.41 14.4 5.284 60.583 .000 .0 6.36 14.4 5.184 60.666 .000 .0 6.31 14.4 5.085 60.750 .000 .0 6.26 14.4 4.986 60.833 .000 .0 6.21 14.4 4.887 60.916 .000 .0 6.16 14.4 4.788 61.000 .000 .0 6.11 14.4 4.689 61.083 .000 .0 6.06 14.4 4.589 61.166 .000 .0 6.01 14.4 4.490 61.250 .000 .0 5.93 14.3 4.392 61.333 .000 .0 5.84 14.2 4.294 61.416 .000 .0 5.76 14.0 4.198 61.500 .000 .0 5.67 13.8 4.103 61.583 .000 .0 5.59 13.6 4.009 61.666 .000 .0 5.50 13.4 3.917 61.750 .000 .0 5.42 13.2 3.826 61.833 .000 .0 5.34 13.1 3.736 61.916 .000 .0 5.26 12.9 3.647 62.000 .000 .0 5.18 12.7 3.559 62.083 .000 .0 5.11 12.6 3.473 62.166 .000 .0 5.03 12.4 3.387 62.250 .000 .0 4.95 12.2 3.303 62.333 .000 .0 4.88 12.1 3.220 62.416 .000 .0 4.81 11.9 3.138 62.500 .000 .0 4.73 11.8 3.057 62.583 .000 .0 4.66 11.6 2.977 62.666 .000 .0 4.59 11.4 2.898 62.750 .000 .0 4.52 11.3 2.820 62.833 .000 .0 4.45 11.1 2.744 62.916 .000 .0 4.38 11.0 2.668 63.000 .000 .0 4.32 10.9 2.593 63.083 .000 .0 4.25 10.7 2.519 63.166 .000 .0 4.19 10.6 2.447 63.250 .000 .0 4.12 10.4 2.375 63.333 .000 .0 4.06 10.3 2.304 63.416 .000 .0 3.99 10.2 2.234 63.500 .000 .0 3.89 10.0 2.165 63.583 .000 .0 3.80 9.8 2.098 63.666 .000 .0 3.70 9.6 2.032 63.750 .000 .0 3.61 9.4 1.967 63.833 .000 .0 3.52 9.2 1.904 63.916 .000 .0 3.43 9.0 1.842 64.000 .000 .0 3.34 8.8 1.781 64.083 .000 .0 3.25 8.7 1.721 64.166 .000 .0 3.17 8.5 1.663 64.250 .000 .0 3.09 8.3 1.606 64.333 .000 .0 3.01 8.1 1.549 64.416 .000 .0 2.93 8.0 1.494 64.500 .000 .0 2.85 7.8 1.441 64.583 .000 .0 2.77 7.7 1.388 64.666 .000 .0 2.70 7.5 1.336 64.750 .000 .0 2.63 7.4 1.285 64.833 .000 .0 2.56 7.2 1.236 64.916 .000 .0 2.49 7.1 1.187 65.000 .000 .0 2.42 6.9 1.139 65.083 .000 .0 2.35 6.8 1.093 65.166 .000 .0 2.28 6.6 1.047 65.250 .000 .0 2.22 6.5 1.002 NOOE7000.OUT Thursday, August 10, 1995 4:07 pm Page 14 65.333 .000 .0 2.16 6.4 .958 65.416 .000 .0 2.09 6.3 .915 65.500 .000 .0 2.03 6.1 .873 65.583 .000 .0 1.95 6.0 .831 65.666 .000 .0 1.85 5.9 .791 65.750 .000 .0 1.75 5.8 .751 65.833 .000 .0 1.65 5.7 .711 65.916 .000 .0 1.55 5.6 .672 66.000 .000 .0 1.45 5.6 .634 66.083 .000 .0 1.36 5.5 .596 66.166 .000 .0 1.26 5.4 .559 66.250 .000 .0 1.17 5.3 .523 66.333 .000 .0 1.08 5.2 .487 66.416 .000 .0 .99 5.1 .451 66.500 .000 .0 .90 5.1 .417 66.583 .000 .0 .82 5.0 .382 66.666 .000 .0 .73 4.9 .349 66.750 .000 .0 .65 4.8 .315 66.833 .000 .0 .56 4.8 .283 66.916 .000 .0 .48 4.7 .250 67.000 .000 .0 .40 4.6 .219 67.083 .000 .0 .32 4.5 .187 67.166 .000 .0 .24 4.5 .157 67.250 .000 .0 .17 4.4 .126 67.333 .000 .0 .10 4.3 .097 67.416 .000 .0 .07 3.6 .072 67.500 .000 .0 .05 2.7 .053 67.583 .000 .0 .04 2.0 .040 67.666 .000 .0 .03 1.5 .029 67.750 .000 .0 .02 1.1 .022 67.833 .000 .0 .02 .8 .016 67.916 .000 .0 .01 .6 .012 68.000 .000 .0 .00 .5 .009 68.083 .000 .0 .00 .3 .007 68.166 .000 .0 .00 .2 .005 68.250 .000 .0 .00 .2 .004 68.333 .000 .0 .00 .1 .003 68.416 .000 .0 .00 .1 .002 68.500 .000 .0 .00 .0 .001 68.583 .000 .0 .00 .0 .001 68.666 .000 .0 .00 .0 .000 68.750 .000 .0 .00 .0 .000 68.833 .000 .0 .00 .0 .000 68.916 .000 .0 .00 .0 .000 69.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .000 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 58.001 AF BASIN STORAGE _ .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 58.002 AF LOSS VOLUME _ .000 AF END OF FLOOD ROUTING ANALYSIS NOOE7000.OUT Thursday, August 10, 1995 4:07 pn Page 15 NODE8000.0UT Thursday, August 10, 1995 4:09 pm Page 1 F L 0 0 D R 0 U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 8 - BASIN H * NODE 8000 * * **#***********************##**##***#*****#***************#****##********** FILE NAME: SL\NOOE8000.DAT TIME/DATE OF STUDY: 15: 7 8/10/1995 ************#***#*************###***##*****************##*#*#*************** FLOW PROCESS FROM NODE 8000.00 TO NODE 8000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 16.300 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .668 LOW LOSS FRACTION = .561 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .999 30 -MINUTE FACTOR = .999 1 -HOUR FACTOR = .999 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 2 UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 4.278 2 13.591 22.515 3 35.448 43.086 4 62.910 54.134 5 82.281 38.187 6 91.877 18.917 7 96.496 9.105 8 98.279 3.514 9 98.906 1.237 10 99.440 1.053 11 99.776 .662 12 99.944 .331 13 100.000 .110 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 5.23 TOTAL EFFECTIVE RAINFALL(INCHES) = 4.67 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 7.0992 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 6.3446 ---------------------------------------------------------------------------- NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 3 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H - - - - - - - - - - - - ------------------ HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 10.0 20.0 30.0 40.0 15.583 3.3034 5.50 Q V 15.667 3.3400 5.32 Q .V 15.750 3.3769 5.35 Q V 15.833 3.4159 5.67 Q .V 15.917 3.4594 6.31 Q .V 16.000 3.5135 7.85 Q V 16.083 3.6000 12.56 Q V 16.167 3.7626 23.61 Q 16,250 3.9970 34.04 V Q 16.333 4.2545 37.40 V Q 16.417 4.4449 27.64 QV . 16.500 4.5609 16.84 Q V . 16.583 4.6370 11.05 .Q V. 16.667 4.6912 7.87 Q V. . 16.750 4.7357 6.46 Q V. 16.833 4.7771 6.01 Q V 16.917 4.8149 5.50 Q V 17.000 4.8497 5.04 Q V **************************************************************************** FLOW PROCESS FROM NODE 8000.00 TO NODE 8000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 16.300 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .668 LOW LOSS FRACTION = .839 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK I -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .999 30 -MINUTE FACTOR = .999 1 -HOUR FACTOR = .999 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ------------------------------------------------------- UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 4.278 2 13.591 22.515 3 35.448 43.086 4 62.910 54.134 5 82.281 38.187 6 91.877 18.917 7 96.496 9.105 8 98.279 3.514 9 98.906 1.237 10 99.440 1.053 11 99.776 .662 12 99.944 .331 13 100.000 .110 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 2.87 TOTAL EFFECTIVE RAINFALL(INCHES) _ .69 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 3.8935 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) _ .9416 ---------------------------------------------------------------------------- NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 5 2 4- H O U R S T O R M R U N O F F H Y D R 0 G R A P H - ------------------------------------------------------ HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 2.5 5.0 7.5 10.0 15.583 .4358 .69 Q V , 15.667 .4403 .66 Q V . 15.750 .4450 .67 Q V . 15.833 .4499 .72 Q V. , 15.917 .4554 .80 Q V. 34.0 16.000 .4620 .95 Q V. 27.6 16.083 .4744 1.80 Q V 11.0 16.167 .5067 4.70 40.750 Q .V 6.5 16.250 .5605 7.81 40.916 V .Q , 16.333 .6248 9.33 V q 16.417 .6715 6.79 QV . 16.500 .6974 3.76 Q V. 16.583 .7124 2.18 Q V , 16.667 .7213 1.29 Q V 16.750 .7276 .91 Q V , 16,833 .7334 .84 0 V , 16.917 .7384 .74 Q V 17.000 .7429 .65 Q V t,r,t*t****,e«rt**,t**,t*****,r�,t*****rr**,t*******,t,t,t,r***r*****,t,k,t**,v,r ***,►*,t,t**** *** FLOW PROCESS FROM NODE 8000.00 TO NODE 8000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 5.6 39.583 .0 5.5 39.667 .0 5.3 39.750 .0 5.4 39.833 .0 5.7 39.917 .0 6.3 40.000 .0 7.8 40.083 .0 12.6 40.166 .0 23.6 40.250 .0 34.0 40.333 .0 37.4 40.416 .0 27.6 40.500 .0 16.8 40.583 .0 11.0 40.666 .0 7.9 40.750 .0 6.5 40.833 .0 6.0 40.916 .0 5.5 41.000 .0 5.0 FLOW PROCESS FROM NODE 8000.00 TO NODE 8000.00 IS CODE = 7 ---------------------------------------------------------------------------- »»>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 6 *t*,t,t,r,r,t•+.tr,t*,rr,t,r*f..*+t,r**,t,t r**,t*,r,r.****«,t,t*rrw+t*w.,er..«*•,r,t* *,t,t,►,t**+.*,t,r**,r* FLOW PROCESS FROM NODE 8000.00 TO NODE 8000.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 1.00 .100 3 2.00 1.50 .510 4 4.00 2.50 1.470 5 6.00 3.50 3.070 6 8.00 3.51 5.510 INFLOW (STREAM 1) I V effective depth ----------- (and volume) ...V........ detention <--> outflow basin......... ----------- Fb,,in dead outlet V storage OUTFLOW (STREAM 1) -----------------------------------------=------------------------ BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 .2 .03 .3 .028 24.083 .000 .3 .03 .3 .028 24.167 .000 .5 .03 .3 .030 24.250 .000 .8 .03 .3 .033 24.333 .000 1.3 .04 .4 .039 24.417 .000 1.6 .05 .4 .047 24.500 .000 1.7 .06 .5 .055 24.583 .000 1.8 .06 .6 .064 24.667 .000 1.8 .07 .7 .071 24.750 .000 1.8 .08 .8 .079 24.833 .000 1.9 .09 .8 .086 24.917 .000 1.9 .09 .9 .093 25.000 .000 1.9 .10 1.0 .099 25.083 .000 1.9 .12 1.0 .105 25.167 .000 1.9 .15 1.0 .111 NODE8000.01JT Thursday, August 10, 1995 4:09 pm Page 7 25.250 .000 1.9 .18 1.0 .117 25.333 .000 1.9 .21 1.0 .123 25.417 .000 1.9 .23 1.0 .129 25.500 .000 1.9 .26 1.0 .135 25.583 .000 1.9 .29 1.0 .141 25.667 .000 1.9 .31 1.1 .146 25.750 .000 1.9 .34 1.1 .152 25.833 .000 1.9 .37 1.1 .158 25.917 .000 1.9 .40 1.1 .164 26.000 .000 1.9 .42 1.1 .170 26.083 .000 1.9 .45 1.1 .175 26.167 .000 1.9 .48 1.1 .181 26.250 .000 1.9 .50 1.1 .187 26.333 .000 1.9 .53 1.1 .192 26.417 .000 1.9 .55 1.1 .198 26.500 .000 1.9 .58 1.1 .204 26.583 .000 1.9 .61 1.1 .209 26.667 .000 2.0 .63 1.1 .215 26.750 .000 2.0 .66 1.1 .221 26.833 .000 2.0 .69 1.2 .226 26.917 .000 2.0 .71 1.2 .232 27.000 .000 2.0 .74 1.2 .237 27.083 .000 2.0 .76 1.2 .243 27.167 .000 2.0 .79 1.2 .249 27.250 .000 2.0 .81 1.2 .254 27.333 .000 2.0 .84 1.2 .260 27.417 .000 2.0 .86 1.2 .265 27.500 .000 2.0 .89 1.2 .271 27.583 .000 2.0 .92 1.2 .276 27.667 .000 2.0 .94 1.2 .281 27.750 .000 2.0 .97 1.2 .287 27.833 .000 2.0 .99 1.2 .292 27.917 .000 2.0 1.02 1.2 .298 28.000 .000 2.0 1.04 1.2 .303 28.083 .000 2.0 1.07 1.3 .309 28.167 .000 2.0 1.09 1.3 .314 28.250 .000 2.0 1.12 1.3 .319 28.333 .000 2.1 1.14 1.3 .325 28.417 .000 2.1 1.17 1.3 .330 28.500 .000 2.1 1.19 1.3 .336 28.583 .000 2.1 1.22 1.3 .341 28.667 .000 2.1 1.24 1.3 .346 28.750 .000 2.1 1.27 1.3 .352 28.833 .000 2.1 1.29 1.3 .357 28.917 .000 2.1 1.32 1.3 .362 29.000 .000 2.1 1.34 1.3 .368 29.083 .000 2.1 1.37 1.3 .373 29.167 .000 2.1 1.39 1.3 .378 29.250 .000 2.1 1.41 1.3 .384 29.333 .000 2.1 1.44 1.3 .389 29.417 .000 2.1 1.46 1.4 .394 29.500 .000 2.1 1.49 1.4 .400 29.583 .000 2.1 1.51 1.4 .405 29.667 .000 2.1 1.54 1.4 .410 29.750 .000 2.2 1.56 1.4 .416 29.833 .000 2.2 1.59 1.4 .421 29.917 .000 2.2 1.61 1.4 .426 30.000 .000 2.2 1.64 1.4 .432 30.083 .000 2.2 1.66 1.4 .437 30.167 .000 2.2 1.69 1.4 .442 30.250 .000 2.2 1.71 1.4 .448 30.333 .000 2.2 1.74 1.4 .453 30.417 .000 2.2 1.76 1.4 .458 30.500 .000 2.2 1.78 1.4 .464 30.583 .000 2.2 1.81 1.4 .469 30.667 .000 2.2 1.83 1.5 .474 30.750 .000 2.2 1.86 1.5 .480 30.833 .000 2.2 1.88 1.5 .485 30.917 .000 2.3 1.91 1.5 .490 NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 8 31.000 .000 2.3 1.93 1.5 .496 31.083 .000 2.3 1.96 1.5 .501 31.167 .000 2.3 1.98 1.5 .507 31.250 .000 2.3 2.00 1.5 .512 31.333 .000 2.3 2.02 1.5 .517 31.417 .000 2.3 2.03 1.5 .523 31.500 .000 2.3 2.04 1.5 .528 31,583 .000 2.3 2.05 1.5 .534 31.667 .000 2.3 2.06 1.5 .539 31.750 .000 2.3 2.07 1.5 .545 31.833 .000 2.3 2.08 1.5 .550 31.917 .000 2.4 2.10 1.5 .556 32.000 .000 2.4 2.11 1.6 .561 32.083 .000 2.4 2.12 1.6 .567 32.167 .000 2.4 2.13 1.6 .573 32.250 .000 2.4 2.14 1.6 .578 32.333 .000 2.4 2.15 1.6 .584 32.417 .000 2.4 2.17 1.6 .590 32.500 .000 2.4 2.18 1.6 .595 32.583 .000 2.4 2.19 1.6 .601 32.667 .000 2.4 2.20 1.6 .607 32.750 .000 2.4 2.21 1.6 .613 32.833 .000 2.5 2.23 1.6 .618 32.917 .000 2.5 2.24 1.6 .624 33.000 .000 2.5 2.25 1.6 .630 33.083 .000 2.5 2.26 1.6 .636 33.167 .000 2.5 2.28 1.6 .642 33.250 .000 2.5 2.29 1.6 .648 33.333 .000 2.5 2.30 1.6 .654 33.417 .000 2.5 2.31 1.7 .660 33.500 .000 2.5 2.33 1.7 .666 33.583 .000 2.6 2.34 1.7 .672 33.667 .000 2.6 2.35 1.7 .679 33.750 .000 2.6 2.36 1.7 .685 33.833 .000 2.6 2.38 1.7 .691 33.917 .000 2.6 2.39 1.7 .697 34.000 .000 2.6 2.40 1.7 .704 34.083 .000 2.6 2.42 1.7 .710 34.167 .000 2.6 2.43 1.7 .717 34.250 .000 2.7 2.44 1.7 .723 34.333 .000 2.7 2.46 1.7 .730 34.417 .000 2.7 2.4T 1.7 .736 34.500 .000 2.7 2.49 1.7 .743 34.583 .000 2.7 2.50 1.7 .750 34.667 .000 2.7 2.51 1.8 .756 34.750 .000 2.7 2.53 1.8 .763 34.833 .000 2.8 2.54 1.8 .T70 34.917 .000 2.8 2.56 1.8 T77 35.000 .000 2.8 2.57 1.8 .784 35.083 .000 2.8 2.59 1.8 .791 35.167 .000 2.8 2.60 1.8 .798 35.250 .000 2.8 2.62 1.8 .805 35.333 .000 2.9 2.63 1.8 .813 35.417 .000 2.9 2.65 1.8 .820 35.500 .000 2.9 2.66 1.8 .827 35.583 .000 2.9 2.68 1.8 .835 35.667 .000 2.9 2.69 1.8 .842 35.750 .000 3.0 2.71 1.9 .850 35.833 .000 3.0 2.72 1.9 .858 35.917 .000 3.0 2.74 1.9 .866 36.000 .000 3.0 2.76 1.9 .874 36.083 .000 3.0 2.77 1.9 .882 36.167 .000 3.0 2.79 1.9 .889 36.250 .000 2.9 2.81 1.9 .897 36.333 .000 2.9 2.82 1.9 .903 36.417 .000 2.8 2.83 1.9 .909 36.500 .000 2.8 2.84 1.9 .915 36.583 .000 2.8 2.86 1.9 .921 36.667 .000 2.8 2.87 1.9 .927 NODE8000.0UT Thursday, August 10, 1995 4:09 pm Page 9 36.750 .000 2.8 2.88 1.9 .934 36.833 .000 2.9 2.90 1.9 .940 36.917 .000 2.9 2.91 2.0 .947 37.000 .000 2.9 2.92 2.0 _953 37.083 .000 3.0 2.94 2.0 - .960 37.167 .000 3.0 2.95 2.0 .967 37.250 .000 3.0 2.97 2.0 .975 37.333 .000 3.1 2.98 2.0 .982 37.417 .000 3.1 3.00 2.0 .990 37.500 .000 3.2 3.02 2.0 .998 37.583 .000 3.2 3.03 2.0 1.006 37.667 .000 3.3 3.05 2.0 1.015 37.750 .000 3.3 3.07 2.0 1.024 37.833 .000 3.4 3.09 2.0 1.033 37.917 .000 3.4 3.11 2.0 1.042 38.000 .000 3.5 3.13 2.1 1.052 38.083 .000 3.5 3.15 2.1 1.062 38.167 .000 3.6 3.17 2.1 1.073 38.250 .000 3.8 3.20 2.1 1.084 38.333 .000 3.9 3.22 2.1 1.097 38.417 .000 4.1 3.25 2.1 1.110 38.500 .000 4.2 3.28 2.1 1.125 38.583 .000 4.3 3.31 2.1 1.139 38.667 .000 4.4 3.34 2.2 1.155 38.750 .000 4.5 3.38 2.2 1.171 38.833 .000 4.6 3.41 2.2 1.187 38.917 .000 4.7 3.45 2.2 1.204 39.000 .000 4.8 3.48 2.2 1.222 39.083 .000 5.0 3.52 2.3 1.241 39.167 .000 5.1 3.56 2.3 1.260 39.250 .000 5.3 3.61 2.3 1.281 39.333 .000 5.5 3.65 2.3 1.302 39.417 .000 5.6 3.70 2.3 1.325 39.500 .000 5.6 3.74 2.4 1.347 39.583 .000 5.5 3.79 2.4 1.369 39.667 .000 5.3 3.83 2.4 1.389 39.750 .000 5.4 3.87 2.4 1.409 39.833 .000 5.7 3.92 2.4 1.431 39.917 .000 6.3 3.97 2.5 1.458 40.000 .000 7.8 4.03 2.5 1.494 40.083 .000 12.6 4.12 2.5 1.563 40.167 .000 23.6 4.30 2.6 1.708 40.250 .000 34.0 4.57 2.7 1.924 40.333 .000 37.4 4.86 2.9 2.162 40.417 .000 27.6 5.08 3.0 2.332 40.500 .000 16.8 5.20 3.1 2.426 40.583 .000 11.0 5.26 3.1 2.481 40.667 .000 7.9 5.30 3.1 2.514 40.750 .000 6.5 5.33 3.2 2.536 40.833 .000 6.0 5.36 3.2 2.556 40.917 .000 5.5 5.38 3.2 2.572 41.000 .000 5.0 5.39 3.2 2.585 41.083 .000 4.7 5.41 3.2 2.595 41.167 .000 4.4 5.42 3.2 2.603 41.250 .000 4.1 5.42 3.2 2.609 41.333 .000 3.9 5.43 3.2 2.614 41.417 .000 3.7 5.43 3.2 2.617 41.500 .000 3.5 5.44 3.2 2.619 41.583 .000 3.4 5.44 3.2 2.620 41.667 .000 3.3 5.44 3.2 2.621 41.750 .000 3.2 5.44 3.2 2.620 41.833 .000 3.1 5.44 3.2 2.619 41.917 .000 3.0 5.44 3.2 2.618 42.000 .000 2.9 5.43 3.2 2.616 42.083 .000 2.9 5.43 3.2 2.614 42.167 .000 2.9 5.43 3.2 2.612 42.250 .000 2.9 5.42 3.2 2.610 42.333 .000 3.0 5.42 3.2 2.608 42.417 .000 3.0 5.42 3.2 2.606 NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 10 42.500 .000 3.0 5.42 3.2 2.605 42.583 .000 3.0 5.42 3.2 2.603 42.667 .000 2.9 5.41 3.2 2.602 42.750 .000 2.9 5.41 3.2 2.599 42.833 .000 2.9 5.41 3.2 2.597 42.917 .000 2.8 5.41 3.2 2.595 43.000 .000 2.8 5.40 3.2 2.592 43.083 .000 2.8 5.40 3.2 2.589 43.167 .000 2.7 5.39 3.2 2.586 43.250 .000 2.7 5.39 3.2 2.582 43.333 .000 2.7 5.39 3.2 2.579 43.417 .000 2.6 5.38 3.2 2.575 43.500 .000 2.6 5.38 3.2 2.571 43.583 .000 2.6 5.37 3.2 2.567 43.667 .000 2.6 5.37 3.2 2.563 43.750 .000 2.5 5.36 3.2 2.558 43.833 .000 2.5 5.35 3.2 2.554 43.917 .000 2.5 5.35 3.2 2.549 44.000 .000 2.5 5.34 3.2 2.545 44.083 .000 2.5 5.34 3.2 2.540 44.167 .000 2.4 5.33 3.2 2.535 44.250 .000 2.4 5.32 3.2 2.529 44.333 .000 2.4 5.32 3.2 2.524 44.417 .000 2.4 5.31 3.2 2.519 44.500 .000 2.4 5.30 3.2 2.513 44.583 .000 2.3 5.30 3.2 2.508 44.667 .000 2.3 5.29 3.1 2.502 44.750 .000 2.3 5.28 3.1 2.496 44.833 .000 2.3 5.28 3.1 2.491 44.917 .000 2.3 5.27 3.1 2.485 45.000 .000 2.3 5.26 3.1 2.479 45.083 .000 2.2 5.25 3.1 2.473 45.167 .000 2.2 5.25 3.1 2.466 45.250 .000 2.2 5.24 3.1 2.460 45.333 .000 2.2 5.23 3.1 2.454 45.417 .000 2.2 5.22 3.1 2.448 45.500 .000 2.2 5.21 3.1 2.441 45.583 .000 2.2 5.21 3.1 2.435 45.667 .000 2.1 5.20 3.1 2.428 45.750 .000 2.1 5.19 3.1 2.421 45.833 .000 2.1 5.18 3.1 2.415 45.917 .000 2.1 5.17 3.1 2.408 46.000 .000 2.1 5.16 3.1 2.401 46.083 .000 2.1 5.16 3.1 2.394 46.167 .000 2.1 5.15 3.1 2.388 46.250 .000 2.1 5.14 3.1 2.381 46.333 .000 2.1 5.13 3.1 2.374 46.417 .000 2.0 5.12 3.1 2.367 46.500 .000 2.0 5.11 3.1 2.360 46.583 .000 2.0 5.10 3.1 2.352 46.667 .000 2.0 5.09 3.0 2.345 46.750 .000 2.0 5.09 3.0 2.338 46.833 .000 2.0 5.08 3.0 2.331 46.917 .000 2.0 5.07 3.0 2.324 47.000 .000 2.0 5.06 3.0 2.316 47.083 .000 2.0 5.05 3.0 2.309 47.167 .000 2.0 5.04 3.0 2.302 47.250 .000 1.9 5.03 3.0 2.294 47.333 .000 1.9 5.02 3.0 2.287 47.417 .000 1.9 5.01 3.0 2.279 47.500 .000 1.9 5.00 3.0 2.272 47.583 .000 1.9 4.99 3.0 2.264 47.667 .000 1.9 4.98 3.0 2.257 47.750 .000 1.9 4.97 3.0 2.249 47.833 .000 1.9 4.96 3.0 2.242 47.917 .000 1.9 4.96 3.0 2.234 48.000 .000 1.9 4.95 3.0 2.227 48.083 .000 1.8 4.94 3.0 2.219 48.167 .000 1.6 4.92 3.0 2.209 NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 11 48.250 .000 1.2 4.91 3.0 2.197 48.333 .000 .7 4.89 2.9 2.182 48.417 .000 .3 4.87 2.9 2.164 48.500 .000 .2 4.84 2.9 2.145 48.583 .000 .0 4.82 2.9 2.125 48.667 .000 .0 4.79 2.9 2.105 48.750 .000 .0 4.77 2.9 2.085 48.833 .000 .0 4.74 2.9 2.066 48.917 .000 .0 4.72 2.9 2.046 49.000 .000 .0 4.70 2.9 2.026 49.083 .000 .0 4.67 2.8 2.007 49.167 .000 .0 4.65 2.8 1.987 49.250 .000 .0 4.62 2.8 1.968 49.333 .000 .0 4.60 2.8 1.948 49.416 .000 .0 4.57 2.8 1.929 49.500 .000 .0 4.55 2.8 1.910 49.583 .000 .0 4.53 2.8 1.891 49.666 .000 .0 4.50 2.8 1.872 49.750 .000 .0 4.48 2.7 1.853 49.833 .000 .0 4.46 2.7 1.834 49.916 .000 .0 4.43 2.7 1.816 50.000 .000 .0 4.41 2.7 1.797 50.083 .000 .0 4.39 2.7 1.778 50.166 .000 .0 4.36 2.7 1.760 50.250 .000 .0 4.34 2.7 1.741 50.333 .000 .0 4.32 2.7 1.723 50.416 .000 .0 4.29 2.7 1.705 50.500 .000 .0 4.27 2.6 1.687 50.583 .000 .0 4.25 2.6 1.668 50.666 .000 .0 4.23 2.6 1.650 50.750 .000 .0 4.20 2.6 1.632 50.833 .000 .0 4.18 2.6 1.615 50.916 .000 .0 4.16 2.6 1.597 51.000 .000 .0 4.14 2.6 1.579 51.083 .000 .0 4.11 2.6 1.561 51.166 .000 .0 4.09 2.6 1.544 51.250 .000 .0 4.07 2.5 1.526 51.333 .000 .0 4.05 2.5 1.509 51.416 .000 .0 4.03 2.5 1.492 51.500 .000 .0 4.01 2.5 1.474 51.583 .000 .0 3.97 2.5 1.457 51.666 .000 .0 3.94 2.5 1.440 51.750 .000 .0 3.90 2.5 1.423 51.833 .000 .0 3.87 2.4 1.406 51.916 .000 .0 3.83 2.4 1.390 52.000 .000 .0 3.80 2.4 1.373 52.083 .000 .0 3.76 2.4 1.357 52.166 .000 .0 3.73 2.4 1.340 52.250 .000 .0 3.70 2.4 1.324 52.333 .000 .0 3.66 2.3 1.308 52.416 .000 .0 3.63 2.3 1.292 52.500 .000 .0 3.60 2.3 1.276 52.583 .000 .0 3.56 2.3 1.260 52.666 .000 .0 3.53 2.3 1.245 52.750 .000 .0 3.50 2.3 1.229 52.833 .000 .0 3.47 2.2 1.214 52.916 .000 .0 3.43 2.2 1.198 53.000 .000 .0 3.40 2.2 1.183 53.083 .000 .0 3.37 2.2 1.168 53.166 .000 .0 3.34 2.2 1.153 53.250 .000 .0 3.31 2.2 1.138 53.333 .000 .0 3.28 2.1 1.123 53.416 .000 .0 3.25 2.1 1.109 53.500 .000 .0 3.22 2.1 1.094 53.583 .000 .0 3.19 2.1 1.080 53.666 .000 .0 3.16 2.1 1.065 53.750 .000 .0 3.13 2.1 1.051 53.833 .000 .0 3.10 2.1 1.037 53.916 .000 .0 3.07 2.0 1.023 NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 12 54.000 .000 .0 3.04 2.0 1.009 54.083 .000 .0 3.01 2.0 .995 54.166 .000 .0 2.98 2.0 .981 54.250 .000 .0 2.95 2.0 .967 54.333 .000 .0 2.92 2.0 .954 54.416 .000 .0 2.90 2.0 .940 54.500 .000 .0 2.87 1.9 .927 54.583 .000 .0 2.84 1.9 .914 54.666 .000 .0 2.81 1.9 .901 54.750 .000 .0 2.79 1.9 .888 54.833 .000 .0 2.76 1.9 .875 54.916 .000 .0 2.73 1.9 .862 55.000 .000 .0 2.71 1.9 .849 55.083 .000 .0 2.68 1.8 .836 55.166 .000 .0 2.65 1.8 .823 55.250 .000 .0 2.63 1.8 .811 55.333 .000 .0 2.60 1.8 .798 55.416 .000 .0 2.58 1.8 .786 55.500 .000 .0 2.55 1.8 .774 55.583 .000 .0 2.52 1.8 .762 55.666 .000 .0 2.50 1.8 .750 55.750 .000 .0 2.47 1.7 .738 55.833 .000 .0 2.45 1.7 .726 55.916 .000 .0 2.42 1.7 .714 56.000 .000 .0 2.40 1.7 .702 56.083 .000 .0 2.38 1.7 .690 56.166 .000 .0 2.35 1.7 .679 56.250 .000 .0 2.33 1.7 .667 56.333 .000 .0 2.30 1.7 .656 56.416 .000 .0 2.28 1.6 .645 56.500 .000 .0 2.26 1.6 .633 56.583 .000 .0 2.23 1.6 .622 56.666 .000 .0 2.21 1.6 .611 56.750 .000 .0 2.19 1.6 .600 56.833 .000 .0 2.16 1.6 .589 56.916 .000 .0 2.14 1.6 .578 57.000 .000 .0 2.12 1.6 .567 57.083 .000 .0 2.10 1.6 .557 57.166 .000 .0 2.08 1.5 .546 57.250 .000 .0 2.05 1.5 .536 57.333 .000 .0 2.03 1.5 .525 57.416 .000 .0 2.01 1.5 .515 57.500 .000 .0 1.97 1.5 .504 57.583 .000 .0 1.93 1.5 .494 57.666 .000 .0 1.88 1.5 .484 57.750 .000 .0 1.83 1.5 .474 57.833 .000 .0 1.79 1.4 .464 57.916 .000 .0 1.74 1.4 .454 58.000 .000 .0 1.70 1.4 .444 58.083 .000 .0 1.65 1.4 .434 58.166 .000 .0 1.61 1.4 .425 58.250 .000 .0 1.56 1.4 .415 58.333 .000 .0 1.52 1.4 .406 58.416 .000 .0 1.47 1.4 .396 58.500 .000 .0 1.43 1.4 .387 58.583 .000 .0 1.39 1.3 .378 58.666 .000 .0 1.34 1.3 .369 58.750 .000 .0 1.30 1.3 .359 58.833 .000 .0 1.26 1.3 .350 58.916 .000 .0 1.22 1.3 .341 59.000 .000 .0 1.18 1.3 .333 59.083 .000 .0 1.14 1.3 .324 59.166 .000 .0 1.10 1.3 .315 59.250 .000 .0 1.06 1.3 .306 59.333 .000 .0 1.02 1.2 .298 59.416 .000 .0 .98 1.2 .289 59.500 .000 .0 .94 1.2 .281 59.583 .000 .0 .90 1.2 .272 59.666 .000 .0 .86 1.2 .264 NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 13 59.750 .000 .0 .82 1.2 .256 59.833 .000 .0 .78 1.2 .248 59.916 .000 .0 .75 1.2 .240 60.000 .000 .0 .71 1.2 .232 60.083 .000 .0 .67 1.2 .224 60.166 .000 .0 .64 1.1 .216 60.250 .000 .0 .60 1.1 .208 60.333 .000 .0 .56 1.1 .200 60.416 .000 .0 .53 1.1 .193 60.500 .000 .0 .49 1.1 .185 60.583 .000 .0 .46 1.1 .177 60.666 .000 .0 .42 1.1 .170 60.750 .000 .0 .39 1.1 .162 60.833 .000 .0 .35 1.1 .155 60.916 .000 .0 .32 1.1 .148 61.000 .000 .0 .29 1.1 .140 61.083 .000 .0 .25 1.0 .133 61.166 .000 .0 .22 1.0 .126 61.250 .000 .0 .19 1.0 .119 61.333 .000 .0 .16 1.0 .112 61.416 .000 .0 .12 1.0 .105 61.500 .000 .0 .10 1.0 .098 61.583 .000 .0 .09 .9 .092 61.666 .000 .0 .09 .9 .086 61.750 .000 .0 .08 .8 .080 61.833 .000 .0 .07 .8 .075 61.916 .000 .0 .07 .7 .070 62.000 .000 .0 .06 .7 .065 62.083 .000 .0 .06 .6 .061 62.166 .000 .0 .06 .6 .057 62.250 .000 .0 .05 .5 .053 62.333 .000 .0 .05 .5 .049 62.416 .000 .0 .05 .5 .046 62.500 .000 .0 .04 .4 .043 62.583 .000 .0 .04 .4 .040 62.666 .000 .0 .04 .4 .037 62.750 .000 .0 .03 .4 .035 62.833 .000 .0 .03 .3 .033 62.916 .000 .0 .03 .3 .030 63.000 .000 .0 .03 .3 .028 63.083 .000 .0 .03 .3 .027 63.166 .000 .0 .02 .3 .025 63.250 .000 .0 .02 .2 .023 63.333 .000 .0 .02 .2 .022 63.416 .000 .0 .02 .2 .020 63.500 .000 .0 .02 .2 .019 63.583 .000 .0 .02 .2 .018 63.666 .000 .0 .02 .2 .016 63.750 .000 .0 .02 .2 .015 63.833 .000 .0 .01 .1 .014 63.916 .000 .0 .01 .1 .013 64.000 .000 .0 .01 .1 .012 64.083 .000 .0 .01 .1 .012 64.166 .000 .0 .01 .1 .011 64.250 .000 .0 .01 .1 .010 64.333 .000 .0 .00 .0 .009 64.416 .000 .0 .00 .0 .009 64.500 .000 .0 .00 .0 .008 64.583 .000 .0 .00 .0 .008 64.666 .000 .0 .00 .0 .007 64.750 .000 .0 .00 .0 .007 64.833 .000 .0 .00 .0 .006 64.916 .000 .0 .00 .0 .006 65.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .005 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 7.286 AF BASIN STORAGE = .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 7.286 AF NODE8000.OUT Thursday, August 10, 1995 4:09 pm Page 14 LOSS VOLUME _ .000 AF END OF FLOOD ROUTING ANALYSIS NOOE8000.01JT Thursday, August 10, 1995 4:09 pm Page 15 NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 1 F L 0 0 D R 0 U T I N G A N A L Y S I S USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1989-92 Advanced Engineering Software (aes) Ver. 2.5A Release Date: 2/24/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q-1 Costa Mesa, California 92626 714 434-9080 FAX 714 434-6120 ************************** DESCRIPTION OF STUDY ************************** * SUBAREA 9 - BASIN I * NODE 9000 * * FILE NAME: SL\NODE9000.DAT TIME/DATE OF STUDY: 15: 9 8/10/1995 FLOW PROCESS FROM NODE 9000.00 TO NODE 9000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERSHED AREA = 43.300 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG' TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .490 LOW LOSS FRACTION = .418 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.53 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.90 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 4.20 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 9.90 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .998 30 -MINUTE FACTOR = .998 1 -HOUR FACTOR = .998 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 2 UNIT HYDROGRAPH DETERMINATION ---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER ---------------------------------------------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 11.364 2 13.591 59.809 3 35.448 114.456 4 62.910 143.803 5 82.281 101.442 6 91.877 50.251 7 96.496 24.188 8 98.279 9.334 9 98.906 3.286 10 99.440 2.797 11 99.776 1.758 12 99.944 .879 13 100.000 .293 TOTAL STORM RAINFALL(INCHES) = 9.90 TOTAL SOIL-LOSS(INCHES) = 3.89 TOTAL EFFECTIVE RAINFALL(INCHES) = 6.01 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 14.0431 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 21.6651 ---------------------------------------------------------------------------- NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 3 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H -------------------------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0 15.583 11.6354 19.38 Q V 15.667 11.7643 18.72 Q V , 15.750 11.8941 18.84 Q V 15.833 12.0315 19.95 Q V , 15.917 12.1837 22.11 Q V 16.000 12.3682 26.78 Q V 16.083 12.6432 39.93 Q V 16.167 13.1238 69.78 Q V , 16.250 13.7967 97.71 Q. V , 16.333 14.5303 106.52 Q V , 16.417 15.0821 80.13 Q V , 16.500 15.4320 50.80 Q V , 16.583 15.6721 34.87 Q V , 16.667 15.8522 26.15 Q V. 16.750 16.0049 22.16 Q V. , 16.833 16.1474 20.69 Q V. 16.917 16.2787 19.08 Q V 17.000 16.4002 17.63 Q V FLOW PROCESS FROM NODE 9000.00 TO NODE 9000.00 IS CODE = 1 ---------------------------------------------------------------------------- »»>UNIT-HYDROGRAPH ANALYSIS««< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERSHED AREA = 43.300 ACRES BASEFLOW = .000 CFS/SQUARE-MILE *USER ENTERED "LAG" TIME = .250 HOURS CAUTION: LAG TIME IS LESS THAN .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) = .490 LOW LOSS FRACTION = .632 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .21 SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = .55 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.01 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 1.51 SPECIFIED PEAK 24-HOUR RAINFALL(INCH) = 3.56 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = .998 30 -MINUTE FACTOR = .998 1 -HOUR FACTOR = .998 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 33.333 NOOE9000.OUT Thursday, August 10, 1995 4:15 pn Page 4 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.50 MODEL TIME(HOURS) FOR END OF RESULTS = 17.00 ------------------------------------------------- UNIT HYDROGRAPH DETERMINATION -------------------- INTERVAL ------------------------------------------------------- "S" GRAPH UNIT HYDROGRAPH NUMBER -------------------------------------- MEAN VALUES ORDINATES(CFS) 1 2.170 ------------------------------------- 11.364 2 13.591 59.809 3 35.448 114.456 4 62.910 143.803 5 82.281 101.442 6 91.877 50.251 7 96.496 24.188 8 98.279 9.334 9 98.906 3.286 10 99.440 2.797 11 99.776 1.758 12 99.944 .879 13 100.000 .293 TOTAL STORM RAINFALL(INCHES) = 3.56 TOTAL SOIL-LOSS(INCHES) = 2.16 TOTAL EFFECTIVE RAINFALL(INCHES) = 1.40 ---------------------------------------------------------------------------- TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = 7.7871 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 5.0548 ---------------------------------------------------------------------------- NODE9000.04JT Thursday, August 10, 1995 4:15 pm Page 5 2 4- H O U R S T 0 R M R U N O F F H Y D R 0 G R A P H -- ------------------------------------- HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ---------------------------------------------------------------------------- TIME(HRS) ---------------------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 10.0 20.0 30.0 40.0 15.583 2.6463 4.16 Q V 19.4 15.667 2.6741 4.03 Q .V , 15.750 2.7021 4.07 Q .V , 15.833 2.7321 4.35 Q .V 39.9 15.917 2.7656 4.86 Q .V 97.7 16.000 2.8053 5.77 Q V , 16.083 2.8662 8.84 Q V 34.9 16.167 2.9869 17.52 40.750 Q V , 16.250 3.1687 26.41 40.916 .0 VQ 16.333 3.3770 30.24 V Q , 16.417 3.5324 22.56 Q V 16.500 3.6260 13.59 Q V . 16.583 3.6866 8.81 Q V. , 16.667 3.7289 6.13 Q V. , 16.750 3.7628 4.92 Q V. 16.833 3.7942 4.57 Q V 16.917 3.8228 4.16 Q V 17.000 3.8489 3.79 Q V , FLOW PROCESS FROM NODE 9000.00 TO NODE 9000.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>MOVE STREAM NUMBER 1 FORWARD IN TIME BY 24.000 HOURS««< MODEL STREAM 1 STREAM 1 TIME (CFS) MOVED 24.000 HOURS 39.500 .0 19.9 39.583 .0 19.4 39.667 .0 18.7 39.750 .0 18.8 39.833 .0 19.9 39.917 .0 22.1 40.000 .0 26.8 40.083 .0 39.9 40.166 .0 69.8 40.250 .0 97.7 40.333 .0 106.5 40.416 .0 80.1 40.500 .0 50.8 40.583 .0 34.9 40.666 .0 26.2 40.750 .0 22.2 40.833 .0 20.7 40.916 .0 19.1 41.000 .0 17.6 FLOW PROCESS FROM NODE 9000.00 TO NODE 9000.00 IS CODE = 7 ---------------------------------------------------------------------------- » >>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1««< NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 6 * r * * * t * * r * r * • • * * * * *,r,r w,e,r,r * *,t,r * * * * *,► * * «* * * * *. * * * * r w * * «*,r: * *,►* *. * #,r * * * w *,r w,r,r,r,t FLOW PROCESS FROM NODE 9000.00 TO NODE 9000.00 IS CODE = 3 ---------------------------------------------------------------------------- »»>MODEL FLOW-THROUGH DETENTION BASIN ROUTING««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) _ .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 DETENTION BASIN CONSTANT LOSS RATE(CFS) _ .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .10 3.20 .100 3 2.00 4.50 .920 4 4.00 7.50 2.580 5 6.00 10.80 5.150 6 8.00 10.81 8.770 INFLOW (STREAM 1) V effective depth ----------- (and volume) ...V........ detention <--> outflow basin ......... deadbasin outlet V storage OUTFLOW (STREAM 1) BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): TIME DEAD -STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) ---------------------------------------------------------------------------- FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 24.000 .000 1.5 .05 1.6 .049 24.083 .000 1.6 .05 1.6 .049 24.167 .000 2.2 .05 1.6 .053 24.250 .000 3.3 .06 1.8 .063 24.333 .000 4.6 .08 2.3 .079 24.417 .000 5.6 .10 2.8 .098 24.500 .000 6.1 .14 3.2 .118 24.583 .000 6.3 .10 3.2 .139 24.667 .000 6.4 .24 3.3 .161 24.750 .000 6.5 .29 3.3 .183 24.833 .000 6.5 .34 3.3 .205 24.917 .000 6.6 .39 3.4 .227 25.000 .000 6.6 .44 3.4 .249 25.083 .000 6.6 .49 3.5 .270 25.167 .000 6.6 .54 3.5 .292 NOOE9000.OUT Thursday, August 10, 1995 4:15 pm Page 7 25.250 .000 6.6 .59 3.5 .313 25.333 .000 6.6 .64 3.6 .335 25.417 .000 6.7 .69 3.6 .356 25.500 .000 6.7 .74 3.6 .377 25.583 .000 6.7 .79 3.7 .398 25.667 .000 6.7 .84 3.7 .418 25.750 .000 6.7 .89 3.7 .439 25.833 .000 6.7 .93 3.8 .459 25.917 .000 6.7 .98 3.8 .480 26.000 .000 6.8 1.03 3.8 .500 26.083 .000 6.8 1.07 3.9 .520 26.167 .000 6.8 1.12 3.9 .540 26.250 .000 6.8 1.17 3.9 .560 26.333 .000 6.8 1.21 3.9 .580 26.417 .000 6.8 1.26 4.0 .599 26.500 .000 6.8 1.30 4.0 .619 26.583 .000 6.9 1.35 4.0 .639 26.667 .000 6.9 1.39 4.1 .658 26.750 .000 6.9 1.44 4.1 .677 26.833 .000 6.9 1.48 4.1 .696 26.917 .000 6.9 1.53 4.2 .715 27.000 .000 6.9 1.57 4.2 .734 27.083 .000 7.0 1.61 4.2 .753 27.167 .000 7.0 1.66 4.3 .772 27.250 .000 7.0 1.70 4.3 .791 27.333 .000 7.0 1.74 4.3 .809 27.417 .000 7.0 1.79 4.3 .828 27.500 .000 7.0 1.83 4.4 .846 27.583 .000 7.1 1.87 4.4 .865 27.667 .000 7.1 1.91 4.4 .883 27.750 .000 7.1 1.96 4.5 .901 27.833 .000 7.1 2.00 4.5 .919 27.917 .000 7.1 2.02 4.5 .937 28.000 .000 7.2 2.04 4.5 .955 28.083 .000 7.2 2.06 4.6 .973 28.167 .000 7.2 2.09 4.6 .991 28.250 .000 7.2 2.11 4.6 1.009 28.333 .000 7.2 2.13 4.7 1.026 28.417 .000 7.3 2.15 4.7 1.044 28.500 .000 7.3 2.17 4.7 1.061 28.583 .000 7.3 2.19 4.8 1.079 28.667 .000 7.3 2.21 4.8 1.096 28.750 .000 7.3 2.23 4.8 1.113 28.833 .000 7.3 2.25 4.9 1.130 28.917 .000 7.4 2.27 4.9 1.147 29.000 .000 7.4 2.29 4.9 1.164 29.083 .000 7.4 2.31 5.0 1.181 29.167 .000 7.4 2.33 5.0 1.198 29.250 .000 7.5 2.36 5.0 1.215 29.333 .000 7.5 2.38 5.0 1.231 29.417 .000 7.5 2.40 5.1 1.248 29.500 .000 7.5 2.42 5.1 1.265 29.583 .000 7.5 2.44 5.1 1.281 29.667 .000 7.6 2.46 5.2 1.298 29.750 .000 7.6 2.47 5.2 1.314 29.833 .000 7.6 2.49 5.2 1.331 29.917 .000 7.6 2.51 5.3 1.347 30.000 .000 7.7 2.53 5.3 1.363 30.083 .000 7.7 2.55 5.3 1.380 30.167 .000 7.7 2.57 5.3 1.396 30.250 .000 7.7 2.59 5.4 1.412 30.333 .000 7.8 2.61 5.4 1.428 30.417 .000 7.8 2.63 5.4 1.444 30.500 .000 7.8 2.65 5.5 1.460 30.583 .000 7.8 2.67 5.5 1.477 30.667 .000 7.9 2.69 5.5 1.493 30.750 .000 7.9 2.71 5.5 1.509 30.833 .000 7.9 2.73 5.6 1.525 30.917 .000 7.9 2.75 5.6 1.541 NODE9000.01JT Thursday, August 10, 1995 4:15 pm Page 8 31.000 .000 8.0 2.77 5.6 1.557 31.083 .000 8.0 2.79 5.7 1.573 31.167 .000 8.0 2.81 5.7 1.589 31.250 .000 8.0 2.82 5.7 1.605 31.333 .000 8.1 2.84 5.8 1.621 31.417 .000 8.1 2.86 5.8 1.637 31.500 .000 8.1 2.88 5.8 1.653 31.583 .000 8.2 2.90 5.8 1.668 31.667 .000 8.2 2.92 5.9 1.684 31.750 .000 8.2 2.94 5.9 1.700 31.833 .000 8.2 2.96 5.9 1.716 31.917 .000 8.3 2.98 6.0 1.732 32.000 .000 8.3 3.00 6.0 1.748 32.083 .000 8.3 3.02 6.0 1.765 32.167 .000 8.4 3.04 6.0 1.781 32.250 .000 8.4 3.06 6.1 1.797 32.333 .000 8.4 3.08 6.1 1.813 32.417 .000 8.5 3.10 6.1 1.829 32.500 .000 8.5 3.11 6.2 1.845 32.583 .000 8.5 3.13 6.2 1.861 32.667 .000 8.6 3.15 6.2 1.878 32.750 .000 8.6 3.17 6.2 1.894 32.833 .000 8.7 3.19 6.3 1.910 32.917 .000 8.7 3.21 6.3 1.927 33.000 .000 8.7 3.23 6.3 1.943 33.083 .000 8.8 3.25 6.4 1.960 33.167 .000 8.8 3.27 6.4 1.976 33.250 .000 8.8 3.29 6.4 1.993 33.333 .000 8.9 3.31 6.5 2.010 33.417 .000 8.9 3.33 6.5 2.027 33.500 .000 9.0 3.35 6.5 2.043 33.583 .000 9.0 3.37 6.5 2.060 33.667 .000 9.0 3.39 6.6 2.077 33.750 .000 9.1 3.42 6.6 2.094 33.833 .000 9.1 3.44 6.6 2.112 33.917 .000 9.2 3.46 6.7 2.129 34.000 .000 9.2 3.48 6.7 2.146 34.083 .000 9.3 3.50 6.7 2.164 34.167 .000 9.3 3.52 6.8 2.182 34.250 .000 9.4 3.54 6.8 2.199 34.333 .000 9.4 3.56 6.8 2.217 34.417 .000 9.5 3.58 6.9 2.235 34.500 .000 9.5 3.61 6.9 2.253 34.583 .000 9.6 3.63 6.9 2.271 34.667 .000 9.6 3.65 7.0 2.290 34.750 .000 9.7 3.67 7.0 2.308 34.833 .000 9.7 3.70 7.0 2.327 34.917 .000 9.8 3.72 7.1 2.346 35.000 .000 9.9 3.74 7.1 2.365 35.083 .000 9.9 3.76 7.1 2.384 35.167 .000 10.0 3.79 7.2 2.403 35.250 .000 10.0 3.81 7.2 2.423 35.333 .000 10.1 3.83 7.2 2.443 35.417 .000 10.2 3.86 7.3 2.463 35.500 .000 10.2 3.88 7.3 2.483 35.583 .000 10.3 3.91 7.3 2.503 35.667 .000 10.4 3.93 7.4 2.524 35.750 .000 10.4 3.96 7.4 2.544 35.833 .000 10.5 3.98 7.5 2.566 35.917 .000 10.6 4.01 7.5 2.587 36.000 .000 10.7 4.02 7.5 2.609 36.083 .000 10.7 4.04 7.6 2.630 36.167 .000 10.6 4.06 7.6 2.651 36.250 .000 10.4 4.07 7.6 2.670 36.333 .000 10.1 4.08 7.6 2.687 36.417 .000 9.9 4.10 7.6 2.702 36.500 .000 9.8 4.11 7.7 2.717 36.583 .000 9.8 4.12 7.7 2.732 36.667 .000 9.9 4.13 7.7 2.747 NODE9000.OUT Thursday, August 10, 1995 4;15 pm Page 9 36.750 .000 10.0 4.14 7.7 2.763 36.833 .000 10.1 4.16 7.7 2.780 36.917 .000 10.2 4.17 7.8 2.797 37.000 .000 10.3 4.18 7.8 2.814 37.083 .000 10.5 4.20 7.8 2.832 37.167 .000 10.6 4.21 7.8 2.851 37.250 .000 10.7 4.23 7.9 2.871 37.333 .000 10.9 4.24 7.9 2.892 37.417 .000 11.0 4.26 7.9 2.913 37.500 .000 11.2 4.28 7.9 2.935 37.583 .000 11.3 4.29 8.0 2.958 37.667 .000 11.5 4.31 8.0 2.982 37.750 .000 11.7 4.33 8.0 3.007 37.833 .000 11.8 4.35 8.1 3.033 37.917 .000 12.0 4.37 8.1 3.060 38.000 .000 12.2 4.40 8.1 3.088 38.083 .000 12.5 4.42 8.2 3.118 38.167 .000 12.8 4.44 8.2 3.150 38.250 .000 13.3 4.47 8.3 3.184 38.333 .000 13.9 4.50 8.3 3.223 38.417 .000 14.4 4.53 8.4 3.264 38.500 .000 14.8 4.57 8.4 3.308 38.583 .000 15.1 4.60 8.5 3.354 38.667 .000 15.5 4.64 8.5 3.402 38.750 .000 15.8 4.68 8.6 3.451 38.833 .000 16.2 4.72 8.7 3.503 38.917 .000 16.6 4.76 8.7 3.557 39.000 .000 17.0 4.80 8.8 3.614 39.083 .000 17.5 4.85 8.9 3.673 39.167 .000 18.0 4.90 8.9 3.735 39.250 .000 18.6 4.95 9.0 3.801 39.333 .000 19.2 5.00 9.1 3.871 39.417 .000 19.8 5.06 9.2 3.943 39.500 .000 19.9 5.12 9.3 4.016 39.583 .000 19.4 5.17 9.4 4.085 39.667 .000 18.7 5.22 9.5 4.149 39.750 .000 18.8 5.27 9.6 4.213 39.833 .000 19.9 5.33 9.6 4.284 39.917 .000 22.1 5.39 9.7 4.369 40.000 .000 26.8 5.48 9.9 4.485 40.083 .000 39.9 5.64 10.1 4.691 40.167 .000 69.8 5.96 10.5 5.099 40.250 .000 97.7 6.30 10.8 5.698 40.333 .000 106.5 6.67 10.8 6.357 40.417 .000 80.1 6.93 10.8 6.835 40.500 .000 50.8 7.08 10.8 7.110 40.583 .000 34.9 7.17 10.8 7.276 40.667 .000 26.2 7.23 10.8 7.382 40.750 .000 22.2 7.28 10.8 7.460 40.833 .000 20.7 7.31 10.8 7.528 40.917 .000 19.1 7.35 10.8 7.585 41.000 .000 17.6 7.37 10.8 7.632 41.083 .000 16.4 7.39 10.8 7.671 41.167 .000 15.4 7.41 10.8 7.703 41.250 .000 14.5 7.42 10.8 7.728 41.333 .000 13.7 7.44 10.8 7.748 41.417 .000 12.9 7.44 10.8 7.763 41.500 .000 12.4 7.45 10.8 7.774 41.583 .000 11.9 7.45 10.8 7.781 41.667 .000 11.6 7.46 10.8 7.786 41.750 .000 11.2 7.46 10.8 7.789 41.833 .000 10.9 7.46 10.8 7.790 41.917 .000 10.6 7.46 10.8 7.789 42.000 .000 10.4 7.46 10.8 7.786 42.083 .000 10.2 7.45 10.8 7.781 42.167 .000 10.1 7.45 10.8 7.777 42.250 .000 10.2 7.45 10.8 7.773 42.333 .000 10.5 7.45 10.8 7.771 42.417 .000 10.6 7.45 10.8 7.769 NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 10 42.500 .000 10.6 7.45 10.8 7.767 42.583 .000 10.5 7.44 10.8 7.765 42.667 .000 10.4 7.44 10.8 7.762 42.750 .000 10.2 7.44 10.8 7.758 42.833 .000 10.1 7.44 10.8 7.753 42.917 .000 10.0 7.43 10.8 7.747 43.000 .000 9.9 7.43 10.8 7.741 43.083 .000 9.7 7.43 10.8 7.733 43.167 .000 9.6 7.42 10.8 7.725 43.250 .000 9.5 7.42 10.8 7.717 43.333 .000 9.4 7.41 10.8 7.707 43.417 .000 9.3 7.41 10.8 7.697 43.500 .000 9.2 7.40 10.8 7.686 43.583 .000 9.1 7.39 10.8 7.675 43.667 .000 9.1 7.39 10.8 7.663 43.750 .000 9.0 7.38 10.8 7.650 43.833 .000 8.9 7.37 10.8 7.637 43.917 .000 8.8 7.37 10.8 7.623 44.000 .000 8.7 7.36 10.8 7.609 44.083 .000 8.7 7.35 10.8 7.594 44.167 .000 8.6 7.34 10.8 7.578 44.250 .000 8.5 7.33 10.8 7.563 44.333 .000 8.4 7.32 10.8 7.546 44.417 .000 8.4 7.31 10.8 7.530 44.500 .000 8.3 7.31 10.8 7.513 44.583 .000 8.3 7.30 10.8 7.495 44.667 .000 8.2 7.29 10.8 7.477 44.750 .000 8.1 7.28 10.8 7.458 44.833 .000 8.1 7.26 10.8 7.440 44.917 .000 8.0 7.25 10.8 7.420 45.000 .000 8.0 7.24 10.8 7.401 45.083 .000 7.9 7.23 10.8 7.381 45.167 .000 7.9 7.22 10.8 7.361 45.250 .000 7.8 7.21 10.8 7.340 45.333 .000 7.8 7.20 10.8 7.319 45.417 .000 7.7 7.19 10.8 7.297 45.500 .000 7.7 7.17 10.8 7.276 45.583 .000 7.6 7.16 10.8 7.254 45.667 .000 7.6 7.15 10.8 7.231 45.750 .000 7.5 7.14 10.8 7.209 45.833 .000 7.5 7.12 10.8 7.186 45.917 .000 7.4 7.11 10.8 7.163 46.000 .000 7.4 7.10 10.8 7.139 46.083 .000 7.4 7.09 10.8 7.115 46.167 .000 7.3 7.07 10.8 7.091 46.250 .000 7.3 7.06 10.8 7.067 46.333 .000 7.2 7.05 10.8 7.042 46.417 .000 7.2 7.03 10.8 7.018 46.500 .000 7.2 7.02 10.8 6.992 46.583 .000 7.1 7.00 10.8 6.967 46.667 .000 7.1 6.99 10.8 6.941 46.750 .000 7.0 6.98 10.8 6.916 46.833 .000 7.0 6.96 10.8 6.889 46.917 .000 7.0 6.95 10.8 6.863 47.000 .000 6.9 6.93 10.8 6.837 47.083 .000 6.9 6.92 10.8 6.810 47.167 .000 6.9 6.90 10.8 6.783 47.250 .000 6.9 6.89 10.8 6.756 47.333 .000 6.8 6.87 10.8 6.728 47.417 .000 6.8 6.86 10.8 6.700 47.500 .000 6.8 6.84 10.8 6.673 47.583 .000 6.7 6.83 10.8 6.644 47.667 .000 6.7 6.81 10.8 6.616 47.750 .000 6.7 6.79 10.8 6.588 47.833 .000 6.6 6.78 10.8 6.559 47.917 .000 6.6 6.76 10.8 6.530 48.000 .000 6.6 6.75 10.8 6.501 48.083 .000 6.4 6.73 10.8 6.471 48.167 .000 5.7 6.71 10.8 6.436 NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 11 48.250 .000 4.2 6.69 10.8 6.390 48.333 .000 2.4 6.65 10.8 6.332 48.417 .000 1.2 6.62 10.8 6.266 48.500 .000 .5 6.58 10.8 6.195 48.583 .000 .2 6.54 10.8 6.122 48.667 .000 .1 6.50 10.8 6.049 48.750 .000 .0 6.46 10.8 5.975 48.833 .000 .0 6.41 10.8 5.901 48.917 .000 .0 6.37 10.8 5.826 49.000 .000 .0 6.33 10.8 5.752 49.083 .000 .0 6.29 10.8 5.678 49.167 .000 .0 6.25 10.8 5.603 49.250 .000 .0 6.21 10.8 5.529 49.333 .000 .0 6.17 10.8 5.455 49.416 .000 .0 6.13 10.8 5.380 49.500 .000 .0 6.09 10.8 5.306 49.583 .000 .0 6.04 10.8 5.231 49.666 .000 .0 6.00 10.8 5.157 49.750 .000 .0 5.95 10.8 5.083 49.833 .000 .0 5.89 10.7 5.009 49.916 .000 .0 5.83 10.6 4.937 50.000 .000 .0 5.78 10.5 4.864 50.083 .000 .0 5.72 10.4 4.793 50.166 .000 .0 5.67 10.3 4.722 50.250 .000 .0 5.61 10.2 4.652 50.333 .000 .0 5.56 10.1 4.582 50.416 .000 .0 5.50 10.0 4.513 50.500 .000 .0 5.45 9.9 4.445 50.583 .000 .0 5.40 9.9 4.377 50.666 .000 .0 5.35 9.8 4.309 50.750 .000 .0 5.29 9.7 4.243 50.833 .000 .0 5.24 9.6 4.177 50.916 .000 .0 5.19 9.5 4.111 51.000 .000 .0 5.14 9.4 4.046 51.083 .000 .0 5.09 9.3 3.982 51.166 .000 .0 5.04 9.3 3.918 51.250 .000 .0 4.99 9.2 3.855 51.333 .000 .0 4.94 9.1 3.792 51.416 .000 .0 4.90 9.0 3.730 51.500 .000 .0 4.85 8.9 3.669 51.583 .000 .0 4.80 8.9 3.608 51.666 .000 .0 4.75 8.8 3.547 51.750 .000 .0 4.71 8.7 3.487 51.833 .000 .0 4.66 8.6 3.428 51.916 .000 .0 4.61 8.6 3.369 52.000 .000 .0 4.57 8.5 3.311 52.083 .000 .0 4.52 8.4 3.253 52.166 .000 .0 4.48 8.3 3.195 52.250 .000 .0 4.43 8.3 3.139 52.333 .000 .0 4.39 8.2 3.082 52.416 .000 .0 4.35 8.1 3.026 52.500 .000 .0 4.30 8.0 2.971 52.583 .000 .0 4.26 8.0 2.916 52.666 .000 .0 4.22 7.9 2.862 52.750 .000 .0 4.18 7.8 2.808 52.833 .000 .0 4.14 7.8 2.754 52.916 .000 .0 4.09 7.7 2.701 53.000 .000 .0 4.05 7.6 2.649 53.083 .000 .0 4.01 7.6 2.597 53.166 .000 .0 3.96 7.5 2.545 53.250 .000 .0 3.90 7.4 2.495 53.333 .000 .0 3.84 7.3 2.444 53.416 .000 .0 3.78 7.2 2.395 53.500 .000 .0 3.72 7.1 2.346 53.583 .000 .0 3.66 7.0 2.297 53.666 .000 .0 3.60 6.9 2.249 53.750 .000 .0 3.54 6.9 2.202 53.833 .000 .0 3.49 6.8 2.155 53.916 .000 .0 3.43 6.7 2.109 NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 12 54.000 .000 .0 3.38 6.6 2.064 54.083 .000 .0 3.32 6.5 2.019 54.166 .000 .0 3.27 6.4 1.974 54.250 .000 .0 3.22 6.4 1.931 54.333 .000 .0 3.17 6.3 1.887 54.416 .000 .0 3.11 6.2 1.845 54.500 .000 .0 3.06 6.1 1.802 54.583 .000 .0 3.01 6.1 1.761 54.666 .000 .0 2.96 6.0 1.719 54.750 .000 .0 2.91 5.9 1.679 54.833 .000 .0 2.87 5.8 1,639 54.916 .000 .0 2.82 5.8 1.599 55.000 .000 .0 2.77 5.7 1.560 55.083 .000 .0 2.72 5.6 1.521 55.166 .000 .0 2.68 5.6 1.483 55.250 .000 .0 2.63 5.5 1.445 55.333 .000 .0 2.59 5.4 1.408 55.416 .000 .0 2.54 5.3 1.371 55.500 .000 .0 2.50 5.3 1.334 55.583 .000 .0 2.46 5.2 1.299 55.666 .000 .0 2.41 5.2 1.263 55.750 .000 .0 2.37 5.1 1.228 55.833 .000 .0 2.33 5.0 1.193 55.916 .000 .0 2.29 5.0 1.159 56.000 .000 .0 2.25 4.9 1.125 56.083 .000 .0 2.21 4.8 1.092 56.166 .000 .0 2.17 4.8 1.059 56.250 .000 .0 2.13 4.7 1.027 56.333 .000 .0 2.09 4.7 .995 56.416 .000 .0 2.05 4.6 .963 56.500 .000 .0 2.01 4.5 .931 56.583 .000 .0 1.95 4.5 .901 56.666 .000 .0 1.88 4.4 .870 56.750 .000 .0 1.81 4.4 .840 56.833 .000 .0 1.74 4.3 .810 56.916 .000 .0 1.68 4.3 .780 57.000 .000 .0 1.61 4.3 .751 57.083 .000 .0 1.54 4.2 .722 57.166 .000 .0 1.47 4.2 .693 57.250 .000 .0 1.41 4.1 .665 57.333 .000 .0 1.34 4.1 .637 57.416 .000 .0 1.28 4.0 .609 57.500 .000 .0 1.22 4.0 .581 57.583 .000 .0 1.15 3.9 .554 57.666 .000 .0 1.09 3.9 .527 57.750 .000 .0 1.03 3.9 .501 57.833 .000 .0 .97 3.8 .475 57.916 .000 .0 .91 3.8 .449 58.000 .000 .0 .85 3.7 .423 58.083 .000 .0 .79 3.7 .398 58.166 .000 .0 .73 3.7 .372 58.250 .000 .0 .67 3.6 .348 58.333 .000 .0 .62 3.6 .323 58.416 .000 .0 .56 3.5 .299 58,500 .000 .0 .50 3.5 .274 58.583 .000 .0 .45 3.5 .251 58.666 .000 .0 .39 3.4 .227 58.750 .000 .0 .34 3.4 .204 58.833 .000 .0 .29 3.3 .181 58.916 .000 .0 .23 3.3 .158 59.000 .000 .0 .18 3.3 .135 59.083 .000 .0 .13 3.2 .113 59.166 .000 .0 .09 3.1 .092 59.250 .000 .0 .07 2.6 .074 59.333 .000 .0 .06 2.1 .059 59.416 .000 .0 .05 1.7 .047 59.500 .000 .0 .04 1.4 .038 59.583 .000 .0 .03 1.1 .030 59.666 .000 .0 .02 .9 .024 NODE9000.OUT Thursday, August 10, 1995 4:15 pm Page 13 59.750 .000 .0 .02 .7 .020 59.833 .000 .0 .02 .6 .016 59.916 .000 .0 .01 .5 .013 60.000 .000 .0 .01 .4 .010 60.083 .000 .0 .00 .3 .008 60.166 .000 .0 .00 .2 .006 60.250 .000 .0 .00 .2 .005 60.333 .000 .0 .00 .1 .004 60.416 .000 .0 .00 .1 .003 60.500 .000 .0 .00' .0 .003 60.583 .000 .0 .00 .0 .002 60.666 .000 .0 .00 .0 .002 60.750 .000 .0 .00 .0 .001 60.833 .000 .0 .00 .0 .001 60.916 .000 .0 .00 .0 .000 61.000 ---------------------------------------------------------------------------- .000 .0 .00 .0 .000 PROCESS SUMMARY OF STORAGE: INFLOW VOLUME = 26.720 AF BASIN STORAGE _ .000 AF (WITH .000 AF INITIALLY FILLED) OUTFLOW VOLUME = 26.720 AF LOSS VOLUME _ .000 AF END OF FLOOD ROUTING ANALYSIS NOOE9000.OUT Thursday, August 10, 1995 4:15 pm Page 14 Wetlands Preliminary Grading Plans TG02.RPT 059-17 n�— V) V) Q 1 co 000 v co N co\ CXD 00 Oco 1� z 8,, ------------ J O W � � J (n WW ci-�>n MIUMT41 w LO � O> > 1 o CO Q cD Z In W cr Q CD _j L Z�- z Q tea-' ►—z_°- � 3 � cn w Ir a_ T -Z0 W w LL 0 L,) i N u 1L 0a- g0� 88/ / LLI � ? N �co �a � z —1 O 0 Z W Y N � Q 0 J C) Z> -Z Q a0-- Q [� FJ- Z 0- � LLI 3M N w Ir 0 50 25 9.�SIERRA LAKES 8A95 JOHN M.TETTEMER 6 ASSOCIATES, LTO. WETLAND 3 FIGURE ENGINEERING MANAGEMENT PLANNING PRELIMINARY GRADING 3151 Airway Avenue, Suits 0-1 Costa Mesa, California 92626 PLAN A-3 -3 36- -' r r r r O r FIRST -FLUSH DIVERSION PIPELINE I t 1, 0 Wl 0 50 FEET SPLITTER STRUCTURE STORM FLOW PIPELINE 4 222- L -28, ,26 28 24-, ,22---_ 22- -24 X26 25 116 JOHN M.TETTEMER & ASSOCIATES, LTD. ENGINEERING MANAGEMENT PLANNING 3151 Airway Avenua, Suite G-1 Costa Meso California 92626 SIERRA LAKES WETLAND 4 PRELIMINARY GRADING PLAN DATE 8-95 FIGURE A-4 LLILn W Lo _ I -- al (n LLJ =Z 0 (D tL Q _= -JO LLQ LL:::) LL — z I— I cn 1- U co f—r-r- 0 V) LLi LLJ —j Cr z >a_ 0-� (A ,-t (n cn W o LL 0 Q_ be Q LO Cr J 0 ZrQ z CL 1 W 3� Ld co Z —i LLJ , 1 d LL Z W i \ 1 ` CC LLI 0a iZc� cn a el O i / Pvl) CID ` 1 w -' w LL i- O \ Ln Co a� d NLO O� �\ za CO QO LL 11 L W W I— U H J cr �1-- N V) C) Z Q J W CJ §O\Q m U \�J I Iw jW Cr i~ 1U) to W I� z 1 W I o- 1 1. I=n I I n I�z J O IV) I/cn�y w LL > W n I I I 1 I I I I I I I I I 1 O O \� O � � I ---------- --------------------- 1 I ' N 1 I � � I I Ln I w Go U Q 0 z W a J z a a>- a J � Cc w 1-1 W 3 N w w CL m FIRST — —11 FLUSH o DIVERSION i; PIPELINE ! i a c O//) wJ (jd m FIRST—FLUSH DIVERSION PIPELINE N 0 50 FEET 25 r— SIERRA LAKES JOHNM.OTETTEMER & ASSOCIATES,LTo. WETLAND 7 EMNGMERING MANAGEMENT PLANNING PRELIMINARY GRADING 3151 Airway Avenue, Suite 0-1 Costa Mesa,Cahfarnia 92626 PLAN In _�::I O 9 M W 0 92 m on DATE 8-95 FIGURE A-7 i , 1 , , i , i aq, 2 8 , 46 A� ` -42 �� 3 0 t `� � 32 34 t O 830STORM i PIPELINEOW / i I , I , I , i ! ' l � , -------------------------------- A ;; STREET ------------------------- r i FIRST-FLUSH a DIVERSION PIPELINE ❑ SPLITTER STRUCTURE 0 50 FEET 25 �. SIERRA LAKES 8 °i95 JOHN M. TETTFMER & ASSOCIATES, LTA WETLAND 8 FIGURE ENGINEERING MANAGEMENT PLANNING PRELIMINARY GRADING 3151 Airway Avenue, Suite O-1 Costa Masa,Cathfornla 92626 PLAN A-8 C , Ln Q O W Y J W LV 9 0 Z 0 a mry c� Z)- Z acro �aJ rz°- 3 � J w Ir IL a 0 1 1 1 f 1 I � � 1 W � � ► z I ' r r w 1 I C. 1 r I I I v) JO 1 LL �a W /thy � 11--1 F---1 1 1 Ln Q O W Y J W LV 9 0 Z 0 a mry c� Z)- Z acro �aJ rz°- 3 � J w Ir IL a 0 I I 70 Io �� Co 1 6B ■ k 0 50 FEET STORM FLOW PIPELINE 52-- -,-50 2-- -,-50 25 eg JOHN M. it:I I ER 6 ASSOCIATES, LTA ENGIEERING MANAGEMENT PLANNING 3151 Airway Avenue, Suite 0-1 Costa Mese, California 92626 SIERRA LAKES WETLAND 10 PRELIMINARY GRADING PLAN DATE 8-95 FIGURE A10 i Lnw Go0 � z r V) r / 60 ' / r —= z z}a z IL - W 3M fl N Ld !1 fl I S I ¢ao I I ~� 1 �¢m r y S �Z� r Xxo r m r m o r D CD Cl) �► z a = �� V) d� LLJ Z % 9 -10w S LL—Z iU)— Qof— Q cnww rz > L.LC)a i w w LL �- 0 ,-LO � E::] N F- w w U- AAA 0 J W L Z � W o a- V)a- N it Amcauc 4 t pile3 1\ ° Snmmit Aveniaq \ \ $ - \ i 4 v /� 39 ¢0 s c N V] � t(d/L /G /G40 Prn M Hl c\ ° 3 +�1 81' 48' 51' 51' P.A. 3�- /u \ / 52' c�_ I P. . 3 S' tla��g l/v5p/ i 51, �sz P.A. m/ B� treet \ ` S ee t r /u ZZ �. � /632 1 _ 'a 1 cd /- 52' 52' X•Z�) 2 , \1 0 \ \ l 6 /G P.A.5 INFIL RATION ASIN 4 P.A. S tt I�'� TRATI ASIN /�32 `� {m o �"'�•�„�• ' �� \ Ifo .7, + •Imo. — + 1 1 . 4 /G 1 t \ • �\.z6 /�32 A ND 5 WETLAND 4 �� l6ro //POO \ -•-� RATI ASI , 1595 • « /�2¢ + /% / //v2(o /b?A 8 W D 3 59 /oio le/° 6z2 pt/y % //a22� X05 li/ � /G20 INFILTRATION BASIN 59 0 � N � \N'. •.:�.•. L. \�y0h �• \ it/ //, f60 �/G� P.A. /� lq 81' 48' 37, 4T t�/8 164 1595 + //ro \�`�• .// os ��%__ =___=_----' -- + /G/(o 52' 52' \ °'t5ag /S WE LANDOf - a�i Y� 59 •/�-`°' z \\ o tom' /viz �, o Street _ �'/59O /5 G- Q,• •�e U O �.\`_ ���\ II I 1(OGI/° 1 / 9 32' 32' /Nati rig /s7� 81 48' r 52' 65' A. 11 42, 37' WETLAND P.A. 15 A lGaa `d /582 1 •'`9 � / „ /lOoZ /� P.A. `j 1598 �� % y�� _ INFILTRATION BASIN 5 /57G 1 , ; u /5 \ ��, � /57 /s78 P. 0 WETLAND 7 �' .ABB , i /592 P.A. t ' t /sy �. + + + — '� !1% — `__= « P.A. 15 + / P.A. 14A \� 3 42 /592 /592 3 /57 �,5 , /; � �;, WETLAND 12 / z N ' J /59 I M 1590— /572 Ig'Ih �/ /sea 52' 65' Iy �—�_ �t� \� t\\ � � i/ /� � \��\\ h !y �• . • 58/0 � /sG8 P.A. 10 1 + \N�. �SB2 P.A. 16 + \\\ ' / 0 100 �\ 1565 i ,s O + 1 48' ti' 158 50 2-0 158a- 1 \ ``''� '� INFILT BASIN \\ \111 /598 WETLAND 10 h ry ® I I /57 eet /5 1 /1p O /5� '� moi/ t9y , t /s sa , 7 y�• �j P.A. 21 /y �� 15� A. 14B ¢ 167 \ph \\ 157 /552 / ' l —� 15� �r ; 1570 /55S /6gg 9 155 15P / \" 3T 1 42' '0 1552 P.A. 19 /549 /5¢(e 1550 P.A. 18 /, .•��• lya�� /', /sem \\ l z / A Street / 42' 3 INFILTRATION BASIN 6 �a/ - 'z �' \ \ 1592 /5fG /5�✓0 . i 1 .���_- _--__='' /9 p'� t" \\�` t a: LEGEN ' WETLAND 11 \\Z sr /65' zz WETLAND 9 I � j1 i5 \ t DRAINAGE B A street /s4� INFILT TION BA 9 -_ P.A. 20 'S \ - INFILTRA BASIN`7�/jsg ° • PEAK 100-YI 1541r, 52' 52' I + ,5 �h�� WETLAND 8 /S S /5$� II SAND AREA 5 yz P.A. 20 %5 ��m`` 'ia�rc�&o;�: ••�, � � � I WATER QUAL / I SUBAREA NU A Stre ,� N A Street e cr PPr P.A. 22 & 23 IIS / I + + / Ye \ /jl6 + 81' 48' -- d -- JOHN M TETTEMER & A550CIATES, LTD. 's em VENOINEERING MANAGEMENT PLANNING 3151 Airway Avenue, 5uite Q-1 Costa Mesa, California 92626