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HomeMy WebLinkAboutCitrus Heights North - Tract 16873 Tract 16874 Tract 16875 /13.78 DRAINAGE STUDY CITRUS HEIGHTS -NORTH TRACT 16873, 16874, 16875 CITY OF FONTANA November 2, 2005 Reference: 126 -2005, 2006, 2007 PREPARED BY: Madole & Associates, Inc. REC 'IvED FEB 0 2 2006 BUREAU VERTAS SANTA ANA DRAINAGE STUDY CITRUS HEIGHTS -NORTH TRACT 16873 16874 16875 CITY OF FONTANA November 2, 2005 i(t Reference: 126 -2005, 2006, 2007 PREPARED BY: Madole & Associates, Inc. 760 -A Rochester Avenue Ontario, CA 91761 (909) 937 -9151 <;:R/1*--;T4,/,/ ji I 4 , I I ,t Wendell .. Iwatsuru at . � 3 N � ; � R.C.E. 36637 Exp. 6/30/06 \ t *- A .' P kex eat 2J7 /D` CONTENTS SECTION TITLE ❑ A DISCUSSION ❑ Vicinity Map ❑ Q Q100 HYDROLOGY ❑ Main Line "E" System ❑ Q -CB Q100 HYDROLOGY CATCH BASIN & LATERALS ❑ Catch Basins ❑ Line "A" ❑ D STREET FLOW DEPTH & CATCH BASIN SIZING CALCULATIONS ❑ H Q100 STORM DRAIN HYDRAULICS ❑ Line "E" ❑ Laterals ❑ R REFERENCES & MAPS ❑ Soils Map (from San Bernardino County Hydrology Manual) ❑ Isohyetal Maps (from San Bernardino County Hydrology Manual) ❑ Street Cross - section Diagram ❑ Knox Avenue Hydraulics & Plan ❑ Main Line Hydrology Map ❑ Catch Basin & Lateral Hydrology Map SECTION A DISCUSSION DISCUSSION di INTRODUCTION The purpose of this report is to provide a drainage study for the proposed developments of Tracts 16873, 16874, and16875. The proposed Tracts (nearly 29 acres) are located easterly of Knox Avenue and northerly of Summit Avenue in the City Fontana, County of San Bernardino, California (See the following Vicinity Map). di The project will provide the drainage infrastructure for the interior streets of Tracts 16873, 16874, and16875 of the "Shady Trails" development. Generally, the terrain slopes from northeast to southwest. Storm water from the proposed development will flow overland and in streets in a southerly and westerly direction. The development will have an underground storm drain system that will intercept the storm water and convey the flows to the Knox Avenue Storm Drain (The Knox 4111 Avenue Storm Drain will be constructed prior to the construction of improvements for Tracts 16873, 16874, and 16876). EXISTING CONDITIONS The topographic contours for this area indicate that the terrain falls southwesterly. The land is open err field with very small amounts of vegetation and for the most part, the storm water runoff from the development area will drain onto Knox Avenue. The drainage area will be bound on the north and west by the proposed Knox Avenue, the east side will be bound by Citrus Avenue, and the Edison mg R/W on the south. The storm water that would drain into Knox Avenue would flow southerly to Summit Avenue. Both, aM the Knox Avenue and the Summit Avenue Storm Drains are designed for the Q100. The proposed development will connect to the Knox Avenue Storm Drain mainline 60- R.C.P. PROPOSED STORM WATER DRAINAGE The proposed storm drain for the Tracts of 16873, 16874, and 16875, will be the extension of the Knox Avenue Line E and will provide the primary drainage infrastructure for the Q100 storm water runoff from an area of approximately 96 acres. The facility will provide main lines of 60 ", 54 ", 48 ", 36" and 24" R.C.P. and laterals for the adjacent potential development areas and the contributory areas to the north and east (See attached Hydrologic Drainage Maps in Section R, References & Maps). Catch basins will intercept the runoff within the streets and lateral lines will be provided for the adjacent developments for the ultimate conditions. This submittal of the design and drainage study provides for the interception of the drainage area that will be contributory to Knox Avenue and to Summit Avenue. (See Drainage Map). �nr Future drainage systems for the adjacent tracts remain to be designed and constructed as part of those tracts. A 24 and 30 -inch laterals will be provided for the Tract 17039 and for 17040. los \�c, . soy �� DUNCAN ? ,9 LF� CYN. RD e I .P Q � • , ECT w w \' O CATION D z z w ..--Orm Li r a w ° x SUMMIT AVENUE c� w Q CO w Q ci Z 0 H Q Q v 0 SIE LAKES z U PARKWAY J i N z HIGHLAND AVENUE 1 1 0 W W m BASELINE AVENUE 1 NTS 1 1 -s Mw HED OLE & ASSOCIATES, INC. CI RUS GHTS -NORTH it( CONSUL 1 NC CIVIL TR. 16873, 16874, 16876 760-A S. ONTARIO, CA 91 791 AVENUE ONTAR �c wiry T T ' ' • P ... I, CA 91 I i Y i w T w 1; A 1 , L V (909) 937 -9151 as J:\ 126- 2007\storm\HYD- CB- MAP.dwa. 4/23/2005 7 :15:20 AM. Wendell. Wendell There remains a downstream condition in the San Sevine Drainage System that requires storm water ay mitigation to antiquate the developed condition flows to the pre - developed flows. This mitigation will be achieved with the construction of the detention basin withing the North Fontana Park area (A separate project that will be constructed prior to the construction of the subject tracts and at the same time as the Knox Avenue Storm Drain. This detention basin will accept the the Q100, therefore the storm water discharged into the Knox Avenue Storm Drain system may be the Q100, i.e. the subject tracts may discharge the Q100 into the Knox Avenue Storm Drain. METHOD OF STUDY: HYDROLOGIC STUDY AND HYDRAULIC CALCULATIONS The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was performed in the determination of the storm runoff peak flow rates (Section P p ( Q). AES software was utilized for the hydrology calculations, street flow depth analysis, and catch basin sizing. Civil Design's WSPGW hydraulic software program was used to analyze pipe sizes and carrying capacities (Section H). The assumption was made that the mainline storm drain would intercept the total Q100 runoff at each node therefore reflected in the storm drain hydraulics. Since the Q100 was the basis of analysis for the street capacities between the curbs, etc., the 25 -year analysis is not provided. ... Attached in Section R are the Soil Group Map and the Valley Area Isohyetal Map. For this project: 4111 Soil Group: A 1 -Hour Intensity: 1.57 inches/hour References are made to the Knox Avenue drainage structures of which are shown in Section R. tar DISCUSSION OF RESULTS Project Storm Drain Capacity The storm drains will provide a drainage system designed for the interception of Q100. The catch basins and lateral storm drains are designed for the Q100. The hydraulic calculations (Sections D and H) indicate that adequate catch basin interception and main line storm drain capacity will be provided for the ultimate developed condition. as The Q25 hydrology study & hydraulic calculations were not performed since the catch basins were designed and do intercept the Q100. As shown in Section D, the street flows do not exceed the curb +r height at each of the catch basins (Q100). The storm water flows from this system will be conveyed to the downstream Knox Avenue, Park Detention Basin and ultimately, to the Summit Avenue Storm Drain all designed for the Q100. so dr IMO UV r r w• i SECTION • 0100 HYDROLOGY "E" SYSTEM AM ti 1 i 11 1# t i 1 i T 1 ( t > i 1 ii I i 1 i 1 i t i i. + -+ + -+ DESCRIPTION OF STUDY: TRACTS 16873,16874,16875 IN THE CITY OF FONTANA Q100 -YEAR MAIN LINE HYDROLOGY STUDY JN 126 - 2007,06,05 wli 100P4.dat [SAN BERNARDINO COUNTY] FILE NAME:100P4.DAT *ENGLISH UNITS* ( CALCULATED BY: TIME /DATE OF STUDY: 9:27 4/22/2005 1 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) ( PAGE NUMBER 1 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOILIDEV.I Tt Tc I I Fm Fm Q -SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPEIMIN. MIN. (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES [ .. 950 .0326 .. INITIAL SUBAREA 430.02 9.8 9.8 A ( Open Brush 16.2 3.45 0.67 0.672 24.5 - - - -- 1 1 - - 1070 .0252 2.5 Qest.= 35.6 5.0ft- GUTTER XFALL= 0.00200 FLOW TO PT.# 1 7.6 n =.0200 D= 0.23 430.03 11.9 21.70 A 'Open Brush 23.7 2.74 0.67 0.672 40.4 - -- 430.03 2.8 24.50 A 16D/AC - - -- 23.7 2.74 0.49 0.651 46.0 - - -- - - -- ADD SUBAREA -1 - - -- - - -- 1100 .0197 12.8 Qpipe= 46.03 n =.0130 D= 1.72 430.30 1.4 30.0" -PIPE 430.30 13.1 37.60 A 6D /AC - - -- 25.2 2.64 0.49 0.594 69.4 - - -- - - -- ADD SUBAREA - -- - - -- - - -- - - -- - - -- - - -- 430.30 37.6 - - -- 25.2 2.64 69.4 - - -- - - -- FOR CONFLUENCE - -- - - -- - - -- - - -- - - -- - - -- 550 .0309 .. INITIAL SUBAREA 430.20 3.1 3.1 A 6D /AC - - -- 9.7 4.68 0.49 0.488 11.7 - -- - -- -- 1100 .0234 9.8 Qpipe= 11.69 n =.0130 D= 0.81 430.30 1.9 24.0" -PIPE 430.30 10.4 13.50 A 16D/AC - - -- 11.6 4.21 0.49 0.488 45.2 - - -- - - -- ADD SUBAREA CONFLUENCE PEAK FLOW RATE = 101.5 (cfs) ANALYSIS TIME OF CONCENTRATION(MIN.) = 11.6 LARGEST FOR POINT# MEAN VALUES: Fp = 0.827 (in /hr); Ap = 0.662; Fm = 0.547 (in /hr) CONFLUENCE 430.30 EFFECTIVE AREA = 30.84 (Acres); TOTAL AREA = 51.10 (Acres) Q= 101.5 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in /hr) Ae(Acres) NODE 101.55 11.61 0.827 0.66 0.547 4.21 30.836 430.1 95.55 25.18 0.794 0.71 0.566 2.64 51.100 430.0 -1 I - 1 - - - -1- 430.30 0.6 31.44 A I Com 1 - - -- 11.614.2110.10 0.5391 103.8 - - -- I - - -- ADD SUBAREA - 1 1 1 --- - 1 305 .0328118.8 Qpipe= 103.77 I I I 1 n =.0130 D= 2.19 109.00 1 0.3 ' 1 1 1 36.0" -PIPE 109.00 3.3 34.74 A 19D /AC1 - - -- 11.914.1510.39 0.5251 113.3 - - -- 1 - - -- ADD SUBAREA * * * * + -+ + -+ i I i 11 11 ii # I l E 1 1 i t i # ! Ai ii Ai 1 t $ 1 t DESCRIPTION OF STUDY: TRACTS 16873,16874,16875 IN THE CITY OF FONTANA Q100 -YEAR MAIN LINE HYDROLOGY STUDY JN 126 - 2007,06,05 wli 100P4.dat [SAN BERNARDINO COUNTY] FILE NAME:100P4.DAT *ENGLISH UNITS* I CALCULATED BY: TIME /DATE OF STUDY: 9:27 4/22/2005 1 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 2 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOILIDEV.1 Tt Tc I I Fm Fm Q -SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPEIMIN. MIN. (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES - 1 I - - -- 109.00 1.2 35.94 A I Com I - - -- 11.9 4.15 0.10 0.510 117.7 - - -- - - -- ADD SUBAREA - 1 1 263 .0144 14.5 Qpipe= 117.67 n =.0130 D= 2.46 111.00 1 0.3 48.0" -PIPE 111.00 0.4 36.34 A 1 Com I - - -- 12.2 4.09 0.10 0.506 117.7 - - -- - - -- ADD SUBAREA 111.00 0.3 36.64 A 1 Com I - - -- 12.2 4.09 0.10 0.502 118.2 - - -- - - -- ADD SUBAREA I 1 -- - - -- 70 .0100 12.5 Qpipe= 118.18 n =.0130 D= 2.82 121.00 10.1 48.0" -PIPE 121.00 1.7 38.34 A 19D /ACI - - -- 12.3 4.07 0.39 0.498 123.2 - - -- - - -- ADD SUBAREA -1 1 280 .0350 20.5 Qpipe= 123.19 n =.0130 D= 1.93 131.00 10.2 48.0" -PIPE 131.00 1.8 40.14 A 16D /ACI - - -- 12.5 4.02 0.49 0.497 127.4 - - -- - - -- ADD SUBAREA -1 I - - -- - - -- 85 .0118 13.5 Qpipe= 127.38 n =.0130 D= 2.80 141.00 1 0.1 48.0" -PIPE 141.00 1.9 42.04 A 16D /ACI - - -- 12.6 4.00 0.49 0.497 132.7 - - -- - - -- ADD SUBAREA I I 290 .0207 17.1 Qpipe= 132.66 n =.0130 D= 2.37 51.00 1 0.3 48.0" -PIPE 51.00 MAIN - STREAM C OPIED ONTO MEMORY BANK # 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 1 . 0 0 MAIN - STREAM MEMORY CLEARED - I - 1 I 1 I •• 380 .0168 .. INITIAL SUBAREA 11.00 0.9 0.9 A 16D /ACI - - -- 9.5 4.75 0.49 0.488 3.5 - 1 I - 400 .0300 4.4 Qest.= 5.5 40.ft- STREET D= 0.35;D *V= 1.5 FLOW TO PT.# 11.6 FLOODWIDTH =11.1 21.00 1.2 2.10 A 16D /ACI - - -- 11.1 4.32 0.49 0.488 7.2 I * * * + -+ + -+ t i i 1 1 6 i I I t i k J t i # I I I ) i i i l f i 1 i I I I I + -+ + -+ DESCRIPTION OF STUDY: TRACTS 16873,16874,16875 IN THE CITY OF FONTANA Q100 -YEAR MAIN LINE HYDROLOGY STUDY JN 126 - 2007,06,05 wli 100P4.dat (SAN BERNARDINO COUNTY] FILE NAME:100P4.DAT *ENGLISH UNITS* I CALCULATED BY: TIME /DATE OF STUDY: 9:27 4/22/2005 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) 1 PAGE NUMBER 3 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL(DEV. Tt Tc I 1 Fm Fm Q-SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPE MIN. MIN. (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES - I - - -( 250 .0104 3.0 Qest.= 7.7 40.ft- STREET D= 0.44;D *V= 1.3 FLOW TO PT.# 1.4 FLOODWIDTH =15.7 31.00 0.3 2.40 A 6D /AC - - -- 12.5 4.03 0.49 0.488 7.6 31.00 0.9 3.30 A 6D /AC - - -- 12.5 4.03 0.49 0.488 10.5 - - -- - - -- ADD SUBAREA 31.00 3.3 - - -- 12.5 4.03 10.5 - - -- - - -- FOR CONFLUENCE 345 .0180 .. INITIAL SUBAREA 8.00 0.8 0.8 A 6D /AC - - -- 9.0 4.90 0.49 0.488 3.2 -- 515 .0268 4.1 Qest.= 4.9 40.ft- STREET D= 0.34;D *V= 1.4 FLOW TO PT.# 2.2 FLOODWIDTH =10.7 28.00 1.0 1.80 A 16D/AC - --- 11.2 4.29 0.49 0.488 6.2 28.00 1.1 2.90 A 16D/AC - - -- 11.2 4.29 0.49 0.488 9.9 - - -- - - -- ADD SUBAREA CONFLUENCE PEAK FLOW RATE = 20.1 (cfs) ANALYSIS TIME OF CONCENTRATION(MIN.) = 11.2 LARGEST FOR POINT# MEAN VALUES: Fp = 0.975 (in /hr); Ap = 0.500; Fm = 0.488 (in /hr) CONFLUENCE 31.00 EFFECTIVE AREA = 5.87 (Acres); TOTAL AREA = 6.20 (Acres) Q= 20.1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in /hr) Ae(Acres) NODE 20.08 11.23 0.975 0.50 0.488 4.29 5.867 3.0 19.74 12.49 0.975 0.50 0.488 4.03 6.200 5.0 - 1 1 - - - ( - - - 1 1 1 - 286 .0164 9.8 Qpipe= 20.08 n =.0130 D= 1.09 41.00 ( 0.5 ( 30.0" -PIPE 41.00 2.1 7.97 A I6D /ACI - - -- 11.714.18 0.49 0.488 26.5 - - -- - - -- ADD SUBAREA 1 1 1 276 .0152 10.2 Qpipe= 26.50 1 n =.0130 D= 1.30 51.00 1 0.4 1 30.0" -PIPE I I I 1 1 1 1 I I I I I * * + + + -+ DESCRIPTION OF STUDY: TRACTS 16873,16874,16875 IN THE CITY OF FONTANA 0100 -YEAR MAIN LINE HYDROLOGY STUDY JN 126 - 2007,06,05 wli 100P4.dat [SAN BERNARDINO COUNTY] FILE NAME:100P4.DAT *ENGLISH UNITS* I CALCULATED BY: TIME /DATE OF STUDY: 9:27 4/22/2005 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) 1 PAGE NUMBER 4 OF ((c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) ISOILIDEV.I Tt I Tc I I 1 Fm I Fm IQ -SUM IPATHISLOPEI V HYDRAULICS POINT NUMBER SUBAREAI SUM ITYPEITYPEIMIN.I MINI (in /hr) I(Avg)I(cfs) I(ft)Ift /ftIFPS. AND NOTES 1 I 1 1 - I I - I I I I - I I I 1 - 1 1 I I - 1 - I I I - - - - I 1 - - - 51.00 MEMORY BANK N 1 CONFLUENCED WITH MAIN - STREAM Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in /hr) Ae(Acres) NODE 156.77 12.17 0.870 0.57 0.495 4.09 47.647 3.0 158.73 12.89 0.869 0.57 0.495 3.95 50.193 430.1 157.71 13.43 0.868 0.57 0.496 3.85 51.146 5.0 130.99 26.49 0.828 0.63 0.523 2.56 70.600 430.0 TOTAL AREA= 70.600 -I - I I - - - - I I - - -- - I - - -- - - -- I 1 2131.0113112.6 Qpipe= 158.73 *velocity = (total flow) /(pipe n =.0130 D= 4.00 61.00 0.3 cross section area) 48.0" -PIPE 2.1 A 12D /AC 0.68 61.00 2.9 55.19 A I6D /AC - - -- 13.2 3.90 0.49 0.502 168.8 - - -- - - -- ADD SUBAREA 61.00 1.2 56.39 A 16D/AC - - -- 13.2 3.90 0.49 0.502 172.5 - - -- - - -- ADD SUBAREA 61.00 2.8 59.19 A 19D /AC - - -- 13.2 3.90 0.39 0.496 181.3 - - -- - - -- ADD SUBAREA -1 703 .0102 13.9 Qpipe= 181.31 n =.0130 D= 3.45 71.00 0.8 54.0" -PIPE 1.2 A 19D /AC 0.39 71.00 0.8 61.19 A 19D /AC - - -- 14.0 3.76 0.39 0.493 181.3 - - -- - - -- ADD SUBAREA -1 88 .0114 14.5 Qpipe= 181.31 n =.0130 D= 3.30 81.00 0.1 54.0" -PIPE 2.8 A 1 Com 0.10 81.00 4.1 68.09 A 19D /AC - - -- 14.1 3.74 0.39 0.470 200.4 - - -- - - -- ADD SUBAREA I 120 .0117 14.8 Qpipe= 200.41 n =.0130 D= 3.57 91.00 0.1 54.0" -PIPE 91.00 6.6 72.15 A 19D /AC - - -- 13.5 3.72 0.39 0.462 219.1 - - -- - - -- ADD SUBAREA 1 200 .0120 13.8 Qpipe= 219.11 *velocity = (total flow)/ pipe n =.0130 D= 4.50 501.00 0.2 cross section area) 54.0" -PIPE 501.00 0.4 72.55 A 1 Com - - -- 13.8 3.80 0.10 0.4601 219.11 - - - -1 1 - - -- ADD SUBAREA 501.00 0.7 73.25 A 1 Com - - -- 13.8 3.80 0.10 0.4571 220.11 - - - - I I - ADD SUBAREA * + -+ + -+ ! i t t It i i ! i i # I i 1 i 1 ) t € t ) 1 i f i t € i ) i , + -+ + -+ DESCRIPTION OF STUDY: TRACTS 16873,16874,16875 IN THE CITY OF FONTANA Q100 -YEAR MAIN LINE HYDROLOGY STUDY JN 126 - 2007,06,05 wli 100P4.dat [SAN BERNARDINO COUNTY] FILE NAME:100P4.DAT *ENGLISH UNITS* CALCULATED BY: TIME /DATE OF STUDY: 9:27 4/22/2005 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 5 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE) CONCENTRATION AREA (ACRES) SOIL)DEV.I Tt Tc I I I Fm Fm Q -SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA' SUM TYPEITYPEIMIN. MIN.I (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES I -I I- I - - - -I I - - -I I - - -- I - - - -I 501.00 I 73.2 I I - - -- 13.8) I 220.1 - - -- - - -- STREAM SUMMARY f - - -I f - - - - I - - - -I- EFFECTIVE AREA = 73.25 Acres TOTAL AREA = 96.20 Acres PEAK FLOW RATE = 220.14 cfs TIME OF CONCENTRATION(MIN.) = 13.78 MEAN VALUES: Fp = 0.898 (in /hr); Ap = 0.508; Fm = 0.457 (in /hr) I I - - - I I - - - - I I - -- I - - - - I I I - - - - ) (- PEAK FLOW RATE TABLE Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in /hr) Ae(Acres) NODE 220.14 13.78 0.898 0.51 0.457 3.80 73.247 3.0 219.92 14.49 0.897 0.51 0.458 3.68 75.793 430.1 216.98 15.04 0.895 0.51 0.459 3.60 76.746 5.0 172.13 28.10 0.855 0.57 0.487 2.47 96.200 430.0 - -- - - -- - - -- - - -- - - -- - - -- * * + -+ + -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) Am (c) Copyright 1983 -2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 Analysis prepared by: * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * TRACTS 16873,16874,16875 IN THE CITY OF FONTANA * Q100 -YEAR MAIN LINE HYDROLOGY STUDY * JN 126- 2007,06,05 wli 100P4.dat AB ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FILE NAME: 100P4.DAT TIME /DATE OF STUDY: 09:26 04/22/2005 Am USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: • -- *TIME -OF- CONCENTRATION MODEL*- - USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 24.00 Ap SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER - DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* _ SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.5700 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* tow *USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET - CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT - /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 +M' 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: op 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN AA OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER - SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 430.01 TO NODE 430.02 IS CODE = 21 » » > RATIONAL METHOD INITIAL SUBAREA ANALYSIS «« < mo AA »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 950.00 ELEVATION DATA: UPSTREAM(FEET) = 1779.00 DOWNSTREAM(FEET) = 1748.00 as Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 16.163 es * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.449 SUBAREA Tc AND LOSS RATE DATA(AMC II): �- DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) '* NATURAL POOR COVER "OPEN BRUSH" A 9.80 0.67 1.00 62 16.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) = 24.49 TOTAL AREA(ACRES) = 9.80 PEAK FLOW RATE(CFS) = 24.49 410 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 430.02 TO NODE 430.03 IS CODE = 91 » »>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA«« < me UPSTREAM NODE ELEVATION(FEET) = 1748.00 DOWNSTREAM NODE ELEVATION(FEET) = 1721.00 4W CHANNEL LENGTH THRU SUBAREA(FEET) = 1070.00 "V" GUTTER WIDTH(FEET) = 5.00 GUTTER HIKE(FEET) = 0.050 PAVEMENT LIP(FEET) = 0.010 MANNING'S N = .0200 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.00200 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.738 SUBAREA LOSS RATE DATA(AMC II): 00 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN NATURAL POOR COVER "OPEN BRUSH" A 11.90 0.67 1.00 62 0" SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 35.59 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET /SEC.) = 2.35 AVERAGE FLOW DEPTH(FEET) = 0.23 FLOOD WIDTH(FEET) = 172.99 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 7.58 Tc(MIN.) = 23.74 SUBAREA AREA(ACRES) = 11.90 SUBAREA RUNOFF(CFS) = 22.13 EFFECTIVE AREA(ACRES) = 21.70 AREA - AVERAGED Fm(INCH /HR) = 0.67 AREA - AVERAGED Fp(INCH /HR) = 0.67 AREA - AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 21.70 PEAK FLOW RATE(CFS) = 40.35 me END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.24 FLOOD WIDTH(FEET) = 180.33 FLOW VELOCITY(FEET /SEC.) = 2.46 DEPTH *VELOCITY(FT *FT /SEC) = 0.58 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.03 = 2020.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** art PROCESS FROM NODE 430.03 TO NODE 430.03 IS CODE = 81 »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< as sa em MAINLINE Tc(MIN) = 23.74 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.738 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 2.80 0.98 0.50 32 mi SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 2.80 SUBAREA RUNOFF(CFS) = 5.67 EFFECTIVE AREA(ACRES) = 24.50 AREA - AVERAGED Fm(INCH/HR) = 0.65 AREA- AVERAGED Fp(INCH /HR) = 0.69 AREA - AVERAGED Ap = 0.94 TOTAL AREA(ACRES) = 24.50 PEAK FLOW RATE(CFS) = 46.03 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 430.03 TO NODE 430.30 IS CODE = 31 » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< 40 » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ELEVATION DATA: UPSTREAM(FEET) = 1715.00 DOWNSTREAM(FEET) = 1693.30 FLOW LENGTH(FEET) = 1100.00 MANNING'S N = 0.013 los DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 12.76 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 moo PIPE - FLOW(CFS) = 46.03 PIPE TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 25.18 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.30 = 3120.00 FEET. aw' ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< MAINLINE Tc(MIN) = 25.18 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.643 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 13.10 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 13.10 SUBAREA RUNOFF(CFS) = 25.42 EFFECTIVE AREA(ACRES) = 37.60 AREA - AVERAGED Fm(INCH /HR) = 0.59 AREA - AVERAGED Fp(INCH /HR) = 0.75 AREA - AVERAGED Ap = 0.79 TOTAL AREA(ACRES) = 37.60 PEAK FLOW RATE(CFS) = 69.35 AN ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 1 »» >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 25.18 RAINFALL INTENSITY(INCH /HR) = 2.64 op mo ww amp AREA - AVERAGED Fm(INCH /HR) = 0.59 AREA - AVERAGED Fp(INCH /HR) = 0.75 AREA - AVERAGED Ap = 0.79 EFFECTIVE STREAM AREA(ACRES) = 37.60 `" TOTAL STREAM AREA(ACRES) = 37.60 PEAK FLOW RATE(CFS) AT CONFLUENCE = 69.35 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** dr FLOW PROCESS FROM NODE 430.10 TO NODE 430.20 IS CODE = 21 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 550.00 ELEVATION DATA: UPSTREAM(FEET) = 1742.00 DOWNSTREAM(FEET) = 1725.00 si Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.729 + * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.677 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 3.10 0.98 0.50 32 9.73 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 11.69 TOTAL AREA(ACRES) = 3.10 PEAK FLOW RATE(CFS) = 11.69 am ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 430.20 TO NODE 430.30 IS CODE = 31 »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »» >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ELEVATION DATA: UPSTREAM(FEET) = 1719.00 DOWNSTREAM(FEET) = 1693.30 FLOW LENGTH(FEET) = 1100.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 24.000 DEPTH OF FLOW IN 24.0 INCH PIPE IS 9.8 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.75 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 11.69 PIPE TRAVEL TIME(MIN.) = 1.88 Tc(MIN.) = 11.61 alit LONGEST FLOWPATH FROM NODE 430.10 TO NODE 430.30 = 1650.00 FEET. FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « < aw MAINLINE Tc(MIN) = 11.61 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.206 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 10.40 0.98 0.50 32 mot ow oo ar SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 10.40 SUBAREA RUNOFF(CFS) = 34.81 EFFECTIVE AREA(ACRES) = 13.50 AREA - AVERAGED Fm(INCH/HR) = 0.49 doe AREA- AVERAGED Fp(INCH/HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 13.50 PEAK FLOW RATE(CFS) = 45.19 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ode FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< 40 » »>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES «« < TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: mo TIME OF CONCENTRATION(MIN.) = 11.61 RAINFALL INTENSITY(INCH /HR) = 4.21 AREA - AVERAGED Fm(INCH /HR) = 0.49 40 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 °^ EFFECTIVE STREAM AREA(ACRES) = 13.50 TOTAL STREAM AREA(ACRES) = 13.50 PEAK FLOW RATE(CFS) AT CONFLUENCE = 45.19 ** CONFLUENCE DATA ** out STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 69.35 25.18 2.643 0.75( 0.59) 0.79 37.6 430.01 2 45.19 11.61 4.206 0.98( 0.49) 0.50 13.5 430.10 oo RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. oo ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 101.55 11.61 4.206 0.83( 0.55) 0.66 30.8 430.10 2 95.55 25.18 2.643 0.79( 0.57) 0.71 51.1 430.01 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: do PEAK FLOW RATE(CFS) = 101.55 Tc(MIN.) = 11.61 EFFECTIVE AREA(ACRES) = 30.84 AREA - AVERAGED Fm(INCH /HR) = 0.55 AREA - AVERAGED Fp(INCH /HR) = 0.83 AREA - AVERAGED Ap = 0.66 TOTAL AREA(ACRES) = 51.10 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.30 = 3120.00 FEET. FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.61 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.206 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.60 0.98 0.10 32 aw 00 r SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 2.22 EFFECTIVE AREA(ACRES) = 31.44 AREA - AVERAGED Fm(INCH /HR) = 0.54 AREA- AVERAGED Fp(INCH /HR) = 0.83 AREA - AVERAGED Ap = 0.65 TOTAL AREA(ACRES) = 51.70 PEAK FLOW RATE(CFS) = 103.77 awr ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 430.30 TO NODE 109.00 IS CODE = 41 » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« « < »» >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) «« < ELEVATION DATA: UPSTREAM(FEET) = 1693.30 DOWNSTREAM(FEET) = 1683.30 4101 FLOW LENGTH(FEET) = 305.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 18.79 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 ++o PIPE - FLOW(CFS) = 103.77 PIPE TRAVEL TIME(MIN.) = 0.27 Tc(MIN.) = 11.88 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 109.00 = 3425.00 FEET. FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 81 00 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« < « MAINLINE Tc(MIN) = 11.88 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.149 `"" SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 3.30 0.98 0.40 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 00 SUBAREA AREA(ACRES) = 3.30 SUBAREA RUNOFF(CFS) = 11.16 EFFECTIVE AREA(ACRES) = 34.74 AREA - AVERAGED Fm(INCH /HR) = 0.52 AREA- AVERAGED Fp(INCH /HR) = 0.84 AREA - AVERAGED Ap = 0.63 TOTAL AREA(ACRES) = 55.00 PEAK FLOW RATE(CFS) = 113.30 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 81 00 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « < MAINLINE Tc(MIN) = 11.88 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.149 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 1.20 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 mg SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 4.38 EFFECTIVE AREA(ACRES) = 35.94 AREA - AVERAGED Fm(INCH/HR) = 0.51 AREA - AVERAGED Fp(INCH /HR) = 0.84 AREA - AVERAGED Ap = 0.61 0. ww 0 00 TOTAL AREA(ACRES) = 56.20 PEAK FLOW RATE(CFS) = 117.67 FLOW PROCESS FROM NODE 109.00 TO NODE 111.00 IS CODE = 41 am » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< » » >USING USER- SPECIFIED PIPESIZE (EXISTING ELEMENT) « « < 40 ELEVATION DATA: UPSTREAM(FEET) = 83.30 DOWNSTREAM(FEET) = 79.50 FLOW LENGTH(FEET) = 263.00 MANNING`S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 29.6 INCHES 40 PIPE -FLOW VELOCITY(FEET /SEC.) = 14.49 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 117.67 PIPE TRAVEL TIME(MIN.) = 0.30 Tc(MIN.) = 12.18 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 111.00 = 3688.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 40 FLOW PROCESS FROM NODE 111.00 TO NODE 111.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< MAINLINE Tc(MIN) = 12.18 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.087 SUBAREA LOSS RATE DATA(AMC II): air DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.40 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 " SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.44 EFFECTIVE AREA(ACRES) = 36.34 AREA- AVERAGED Fm(INCH /HR) = 0.51 a ., AREA - AVERAGED Fp(INCH /HR) = 0.84 AREA - AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 56.60 PEAK FLOW RATE(CFS) = 117.67 � - NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE 0. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 111.00 TO NODE 111.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « < MAINLINE Tc(MIN) = 12.18 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.087 4 ' SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.30 0.98 0.10 32 me SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 1.08 0m EFFECTIVE AREA(ACRES) = 36.64 AREA - AVERAGED Fm(INCH /HR) = 0.50 AREA- AVERAGED Fp(INCH /HR) = 0.84 AREA - AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 56.90 PEAK FLOW RATE(CFS) = 118.18 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 111.00 TO NODE 121.00 IS CODE = 41 or i; ii »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ii ELEVATION DATA: UPSTREAM(FEET) = 79.50 DOWNSTREAM(FEET) = 78.80 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 33.8 INCHES ii PIPE -FLOW VELOCITY(FEET /SEC.) = 12.49 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 118.18 il PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 12.28 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 121.00 = 3758.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ii FLOW PROCESS FROM NODE 121.00 TO NODE 121.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW ««< ii MAINLINE Tc(MIN) = 12.28 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.068 SUBAREA LOSS RATE DATA(AMC II): :1 DEVELOPMENT TYPE! SCS SOIL AREA Fp Ap SCS ' d LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 1.70 0.98 0.40 32 6 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 1.70 SUBAREA RUNOFF(CFS) = 5.63 i: EFFECTIVE AREA(ACRES) = 38.34 AREA - AVERAGED Fm(INCH/HR) = 0.50 AREA- AVERAGED Fp(INCH /HR) = 0.84 AREA - AVERAGED Ap = 0.59 TOTAL AREA(ACRES) = 58.60 PEAK FLOW RATE(CFS) = 123.19 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 121.00 TO NODE 131.00 IS CODE = 41 o- » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< L i » »>USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) « «< ELEVATION DATA: UPSTREAM(FEET) = 78.80 DOWNSTREAM(FEET) = 69.00 "P' FLOW LENGTH(FEET) = 280.00 MANNING'S N = 0.013 l DEPTH OF FLOW IN 48.0 INCH PIPE IS 23.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 20.52 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 II PIPE - FLOW(CFS) = 123.19 PIPE TRAVEL TIME(MIN.) = 0.23 Tc(MIN.) = 12.50 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 131.00 = 4038.00 FEET. ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 131.00 TO NODE 131.00 IS CODE = 81 Il » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< Il MAINLINE Tc(MIN) = 12.50 ili * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.023 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN Pm Y RESIDENTIAL il; i n i "5 -7 DWELLINGS /ACRE" A 1.80 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.80 SUBAREA RUNOFF(CFS) = 5.73 EFFECTIVE AREA(ACRES) = 40.14 AREA - AVERAGED Fm(INCH /HR) = 0.50 AREA - AVERAGED Fp(INCH /HR) = 0.85 AREA- AVERAGED Ap = 0.59 II TOTAL AREA(ACRES) = 60.40 PEAK FLOW RATE(CFS) = 127.38 ii FLOW PROCESS FROM NODE 131.00 TO NODE 141.00 IS CODE = 41 » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » » >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< II ELEVATION DATA: UPSTREAM(FEET) = 69.00 DOWNSTREAM(FEET) = 68.00 FLOW LENGTH(FEET) = 85.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 33.6 INCHES ii PIPE -FLOW VELOCITY(FEET /SEC.) = 13.54 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 127.38 !I PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 12.61 II LONGEST FLOWPATH FROM NODE 430.01 TO NODE 141.00 = 4123.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** II FLOW PROCESS FROM NODE 135.00 TO NODE 141.00 IS CODE = 81 II » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < Faw Li MAINLINE Tc(MIN) = 12.61 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.003 SUBAREA LOSS RATE DATA(AMC II): pm LO DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL ... "5 -7 DWELLINGS /ACRE" A 1.90 0.98 0.50 32 Lir SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.90 SUBAREA RUNOFF(CFS) = 6.01 �" EFFECTIVE AREA(ACRES) = 42.04 AREA - AVERAGED Fm(INCH/HR) = 0.50 Loo AREA - AVERAGED Fp(INCH /HR) = 0.85 AREA - AVERAGED Ap = 0.58 TOTAL AREA(ACRES) = 62.30 PEAK FLOW RATE(CFS) = 132.66 ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 141.00 TO NODE 51.00 IS CODE = 41 ii » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA ««< »» >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) « «< ELEVATION DATA: UPSTREAM(FEET) = 68.00 DOWNSTREAM(FEET) = 62.00 II FLOW LENGTH(FEET) = 290.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 28.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 17.11 r GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 II PIPE - FLOW(CFS) = 132.66 PIPE TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 12.89 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 51.00 = 4413.00 FEET. On ii ww 1 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 10 » »>MAIN- STREAM MEMORY COPIED ONTO MEMORY BANK # 1 ««< ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 13 » » >CLEAR THE MAIN- STREAM MEMORY<«« ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MR FLOW PROCESS FROM NODE 5.00 TO NODE 11.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 380.00 ELEVATION DATA: UPSTREAM(FEET) = 97.40 DOWNSTREAM(FEET) = 91.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.475 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.752 11 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL '' "5 -7 DWELLINGS /ACRE" A 0.90 0.98 0.50 32 9.48 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.45 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 3.45 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 11.00 TO NODE 21.00 IS CODE = 61 » » >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« « < oft » »>( STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 91.00 DOWNSTREAM ELEVATION(FEET) = 79.00 STREET LENGTH(FEET) = 400.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 go SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 ti a•+ * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.53 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.35 am HALFSTREET FLOOD WIDTH(FEET) = 11.05 L L r i ii AVERAGE FLOW VELOCITY(FEET /SEC.) = 4.12 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.43 ii STREET FLOW TRAVEL TIME(MIN.) = 1.62 Tc(MIN.) = 11.09 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.323 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 1.20 0.98 0.50 32 ii SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 4.14 EFFECTIVE AREA(ACRES) = 2.10 AREA - AVERAGED Fm(INCH/HR) = 0.49 ii AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) = 7.25 ii END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 12.38 FLOW VELOCITY(FEET /SEC.) = 4.39 DEPTH *VELOCITY(FT *FT /SEC.) = 1.64 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 21.00 = 780.00 FEET. ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * FLOW PROCESS FROM NODE 21.00 TO NODE 31.00 IS CODE = 62 il » » >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA«« < » »>( STREET TABLE SECTION # 2 USED) ««< UPSTREAM ELEVATION(FEET) = 79.00 DOWNSTREAM ELEVATION(FEET) = 76.40 STREET LENGTH(FEET) = 250.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 Pm ill DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 [ SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.73 w ., STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: i i STREET FLOW DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 15.74 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.98 I PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.31 Il STREET FLOW TRAVEL TIME(MIN.) = 1.40 Tc(MIN.) = 12.49 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.025 SUBAREA LOSS RATE DATA(AMC II): li DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS li LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 0.30 0.98 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.96 E EFFECTIVE AREA(ACRES) = 2.40 AREA - AVERAGED Fm(INCH /HR) = 0.49 E L P ii AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 2.40 PEAK FLOW RATE(CFS) = 7.64 ii END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 15.66 FLOW VELOCITY(FEET /SEC.) = 2.97 DEPTH *VELOCITY(FT *FT /SEC.) = 1.31 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 31.00 = 1030.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ii FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < ii MAINLINE Tc(MIN) = 12.49 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.025 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 0.90 0.98 0.50 32 21 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 li SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.90 SUBAREA RUNOFF(CFS) = 2.87 EFFECTIVE AREA(ACRES) = 3.30 AREA - AVERAGED Fm(INCH/HR) = 0.49 ii AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 3.30 PEAK FLOW RATE(CFS) = 10.51 Pm ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Ili FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: r . TIME OF CONCENTRATION(MIN.) = 12.49 L O RAINFALL INTENSITY(INCH /HR) = 4.03 AREA - AVERAGED Fm(INCH/HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.98 "^ AREA - AVERAGED Ap = 0.50 EFFECTIVE STREAM AREA(ACRES) = 3.30 TOTAL STREAM AREA(ACRES) = 3.30 RR PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.51 ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 3.00 TO NODE 8.00 IS CODE = 21 Tx i i » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« r id INITIAL SUBAREA FLOW- LENGTH(FEET) = 345.00 ELEVATION DATA: UPSTREAM(FEET) = 1697.20 DOWNSTREAM(FEET) = 1691.00 *" Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 li SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.998 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.901 SUBAREA Tc AND LOSS RATE DATA(AMC II): r i DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc L ii i m i LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 0.80 0.98 0.50 32 9.00 ii SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.18 li TOTAL AREA(ACRES) = 0.80 PEAK FLOW RATE(CFS) = 3.18 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I!: FLOW PROCESS FROM NODE 8.00 TO NODE 28.00 IS CODE = 62 II » »>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA « «< »»>( STREET TABLE SECTION # 2 USED) ««< ii UPSTREAM ELEVATION(FEET) = 1691.00 DOWNSTREAM ELEVATION(FEET) = 1677.20 STREET LENGTH(FEET) = 515.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 ii DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 ii OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 II Manning's FRICTION FACTOR for Streetflow Section(curb -to - curb) = 0.0150 II Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 r! * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.89 li STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = 10.74 rim AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.84 ii PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.31 STREET FLOW TRAVEL TIME(MIN.) = 2.23 Tc(MIN.) = 11.23 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.291 i: SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL L i "5 -7 DWELLINGS /ACRE" A 1.00 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 3.42 EFFECTIVE AREA(ACRES) = 1.80 AREA - AVERAGED Fm(INCH/HR) = 0.49 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 7 TOTAL AREA(ACRES) = 1.80 PEAK FLOW RATE(CFS) = 6.16 li END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.84 i; FLOW VELOCITY(FEET /SEC.) = 4.06 DEPTH *VELOCITY(FT *FT /SEC.) = 1.47 LONGEST FLOWPATH FROM NODE 3.00 TO NODE 28.00 = 860.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I: FLOW PROCESS FROM NODE 28.00 TO NODE 28.00 IS CODE = 81 »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< R+ Iiii L MAINLINE Tc(MIN) = 11.23 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.291 i: SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL i; "5 -7 DWELLINGS /ACRE" A 1.10 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 3.77 EFFECTIVE AREA(ACRES) = 2.90 AREA - AVERAGED Fm(INCH/HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 2.90 PEAK FLOW RATE(CFS) = 9.93 ii ***** **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 28.00 TO NODE 31.00 IS CODE = 1 GIRL » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« < Ii »» >AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES« TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 11.23 RAINFALL INTENSITY(INCH /HR) = 4.29 ii AREA- AVERAGED Fm(INCH /HR) = 0.49 ii AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 EFFECTIVE STREAM AREA(ACRES) = 2.90 '? TOTAL STREAM AREA(ACRES) = 2.90 PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.93 rot ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 10.51 12.49 4.025 0.98( 0.49) 0.50 3.3 5.00 2 9.93 11.23 4.291 0.98( 0.49) 0.50 2.9 3.00 E RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO i: CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** gi, STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER ii NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 20.08 11.23 4.291 0.98( 0.49) 0.50 5.9 3.00 2 19.74 12.49 4.025 0.98( 0.49) 0.50 6.2 5.00 Iw COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: II PEAK FLOW RATE(CFS) = 20.08 Tc(MIN.) = 11.23 EFFECTIVE AREA(ACRES) = 5.87 AREA - AVERAGED Fm(INCH /HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 6.20 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 31.00 = 1030.00 FEET. um ii * * * **** ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 31.00 TO NODE 41.00 IS CODE = 41 i mi » » > COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA«« < i: i: i: »»>USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< p., ELEVATION DATA: UPSTREAM(FEET) = 71.70 DOWNSTREAM(FEET) = 67.00 li FLOW LENGTH(FEET) = 286.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 13.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.80 ii GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 20.08 PIPE TRAVEL TIME(MIN.) = 0.49 Tc(MIN.) = 11.72 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 41.00 = 1316.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 81 ii » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < MAINLINE Tc(MIN) = 11.72 ii * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.183 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS �!s! LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN li g°; RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 2.10 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 Ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 Ii SUBAREA AREA(ACRES) = 2.10 SUBAREA RUNOFF(CFS) = 6.98 EFFECTIVE AREA(ACRES) = 7.97 AREA - AVERAGED Fm(INCH /HR) = 0.49 i: AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 8.30 PEAK FLOW RATE(CFS) = 26.50 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** :: FLOW PROCESS FROM NODE 41.00 TO NODE 51.00 IS CODE = 41 » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< i: »» >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 67.00 DOWNSTREAM(FEET) = 62.80 FLOW LENGTH(FEET) = 276.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 15.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 10.23 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 26.50 ii PIPE TRAVEL TIME(MIN.) = 0.45 Tc(MIN.) = 12.17 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 51.00 = 1592.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** II FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 11 » » > CONFLUENCE MEMORY BANK # 1 WITH THE MAIN- STREAM MEMORY « «< NI ** MAIN STREAM CONFLUENCE DATA ** imi STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 26.50 12.17 4.090 0.98( 0.49) 0.50 8.0 3.00 2 25.74 13.43 3.854 0.98( 0.49) 0.50 8.3 5.00 i; LONGEST FLOWPATH FROM NODE 5.00 TO NODE 51.00 = 1592.00 FEET. ill E C ** MEMORY BANK # 1 CONFLUENCE DATA ** ril STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 132.66 12.89 3.950 0.85( 0.50) 0.58 42.0 430.10 2 115.11 26.49 2.564 0.81( 0.53) 0.65 62.3 430.01 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 51.00 = 4413.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER 11 NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 156.77 12.17 4.090 0.87( 0.50) 0.57 47.6 3.00 2 158.73 12.89 3.950 0.87( 0.50) 0.57 50.2 430.10 3 157.71 13.43 3.854 0.87( 0.50) 0.57 51.1 5.00 4 130.99 26.49 2.564 0.83( 0.52) 0.63 70.6 430.01 TOTAL AREA(ACRES) = 70.60 ow COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 158.73 Tc(MIN.) = 12.890 EFFECTIVE AREA(ACRES) = 50.19 AREA - AVERAGED Fm(INCH /HR) = 0.50 f+ AREA- AVERAGED Fp(INCH /HR) = 0.87 AREA- AVERAGED Ap = 0.57 ti TOTAL AREA(ACRES) = 70.60 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 51.00 = 4413.00 FEET. ii FLOW PROCESS FROM NODE 51.00 TO NODE 61.00 IS CODE = 41 » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< i: » »>USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 62.00 DOWNSTREAM(FEET) = 59.60 pii ill FLOW LENGTH(FEET) = 213.00 MANNING'S N = 0.013 ASSUME FULL - FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET /SEC.) = 12.63 p .,, PIPE FLOW VELOCITY = (TOTAL FLOW) /(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 158.73 PIPE TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 13.17 i: LONGEST FLOWPATH FROM NODE 430.01 TO NODE 61.00 = 4626.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ll" FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< :" MAINLINE Tc(MIN) = 13.17 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.900 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS OR LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN R ESIDENTIAL "2 DWELLINGS /ACRE" A 2.10 0.98 0.70 32 RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 2.90 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.58 SUBAREA AREA(ACRES) = 5.00 SUBAREA RUNOFF(CFS) = 14.99 Po C E i; EFFECTIVE AREA(ACRES) = 55.19 AREA - AVERAGED Fm(INCH /HR) = 0.50 AREA - AVERAGED Fp(INCH /HR) = 0.88 AREA - AVERAGED Ap = 0.57 pm TOTAL AREA(ACRES) = 75.60 PEAK FLOW RATE(CFS) = 168.78 li ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE = 81 ri » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ii MAINLINE Tc(MIN) = 13.17 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.900 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN li RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 1.20 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 3.69 EFFECTIVE AREA(ACRES) = 56.39 AREA - AVERAGED Fm(INCH /HR) = 0.50 ii AREA - AVERAGED Fp(INCH /HR) = 0.88 AREA- AVERAGED Ap = 0.57 TOTAL AREA(ACRES) = 76.80 PEAK FLOW RATE(CFS) = 172.46 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < MAINLINE Tc(MIN) = 13.17 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.900 SUBAREA LOSS RATE DATA(AMC II): i: DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL r "8 -10 DWELLINGS /ACRE" A 2.80 0.98 0.40 32 hi SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 2.80 SUBAREA RUNOFF(CFS) = 8.84 ri EFFECTIVE AREA(ACRES) = 59.19 AREA - AVERAGED Fm(INCH/HR) = 0.50 AREA - AVERAGED Fp(INCH /HR) = 0.88 AREA - AVERAGED Ap = 0.56 TOTAL AREA(ACRES) = 79.60 PEAK FLOW RATE(CFS) = 181.31 il ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 61.00 TO NODE 71.00 IS CODE = 41 il » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » »>USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) « «< ELEVATION DATA: UPSTREAM(FEET) = 59.00 DOWNSTREAM(FEET) = 51.80 ii FLOW LENGTH(FEET) = 703.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 54.0 INCH PIPE IS 41.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 13.86 GIVEN PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 li PIPE - FLOW(CFS) = 181.31 PIPE TRAVEL TIME(MIN.) = 0.85 Tc(MIN.) = 14.02 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 71.00 = 5329.00 FEET. i; RI I ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 71.00 TO NODE 71.00 IS CODE = 81 li »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « < MAINLINE Tc(MIN) = 14.02 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.757 II SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 1.20 0.98 0.40 32 RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 0.80 0.98 0.40 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 2.00 SUBAREA RUNOFF(CFS) = 6.06 i EFFECTIVE AREA(ACRES) = 61.19 AREA - AVERAGED Fm(INCH/HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.89 AREA - AVERAGED Ap = 0.56 TOTAL AREA(ACRES) = 81.60 PEAK FLOW RATE(CFS) = 181.31 I"' NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 71.00 TO NODE 81.00 IS CODE = 41 »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« « < » » >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< i: ELEVATION DATA: UPSTREAM(FEET) = 51.80 DOWNSTREAM(FEET) = 50.80 FLOW LENGTH(FEET) = 88.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 54.0 INCH PIPE IS 39.6 INCHES L ems• PIPE -FLOW VELOCITY(FEET /SEC.) = 14.51 O GIVEN PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 181.31 a•+ PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 14.12 L LONGEST FLOWPATH FROM NODE 430.01 TO NODE 81.00 = 5417.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4 "' ° FLOW PROCESS FROM NODE 81.00 TO NODE 81.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW ««< MAINLINE Tc(MIN) = 14.12 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.741 SUBAREA LOSS RATE DATA(AMC II): :: DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS II LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 2.80 0.98 0.10 32 RESIDENTIAL imi "8 -10 DWELLINGS /ACRE" A 4.10 0.98 0.40 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.28 ii SUBAREA AREA(ACRES) = 6.90 SUBAREA RUNOFF(CFS) = 21.54 EFFECTIVE AREA(ACRES) = 68.09 AREA - AVERAGED Fm(INCH/HR) = 0.47 AREA - AVERAGED Fp(INCH /HR) = 0.89 AREA - AVERAGED Ap = 0.53 II TOTAL AREA(ACRES) = 88.50 PEAK FLOW RATE(CFS) = 200.41 il 0 I FLOW PROCESS FROM NODE 81.00 TO NODE 91.00 IS CODE = 41 »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< » »SING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ii ELEVATION DATA: UPSTREAM(FEET) = 50.80 DOWNSTREAM(FEET) = 49.40 FLOW LENGTH(FEET) = 120.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 54.0 INCH PIPE IS 42.8 INCHES ii PIPE -FLOW VELOCITY(FEET /SEC.) = 14.83 GIVEN PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 200.41 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 14.25 ii LONGEST FLOWPATH FROM NODE 430.01 TO NODE 91.00 = 5537.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 91.00 TO NODE 91.00 IS CODE = 81 ii » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ii MAINLINE Tc(MIN) = 14.25 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.719 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS w• LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN 1 0 RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 6.60 0.98 0.40 32 tir SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 6.60 SUBAREA RUNOFF(CFS) = 19.78 EFFECTIVE AREA(ACRES) = 74.69 AREA - AVERAGED Fm(INCH /HR) = 0.46 '^" AREA - AVERAGED Fp(INCH /HR) = 0.90 AREA - AVERAGED Ap = 0.52 TOTAL AREA(ACRES) = 95.10 PEAK FLOW RATE(CFS) = 218.88 ,.. ** PEAK FLOW RATE TABLE ** iiir STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 219.11 13.53 3.837 0.90( 0.46) 0.51 72.1 3.00 ""' 2 218.88 14.25 3.719 0.90( 0.46) 0.52 74.7 430.10 lig 3 215.94 14.80 3.636 0.89( 0.46) 0.52 75.6 5.00 4 170.81 27.88 2.487 0.85( 0.49) 0.57 95.1 430.01 NEW PEAK FLOW DATA ARE: II PEAK FLOW RATE(CFS) = 219.11 Tc(MIN.) = 13.53 AREA - AVERAGED Fm(INCH /HR) = 0.46 AREA- AVERAGED Fp(INCH /HR) = 0.90 AREA - AVERAGED Ap = 0.51 EFFECTIVE AREA(ACRES) = 72.15 ii ********* * ** ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 91.00 TO NODE 501.00 IS CODE = 41 II » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< II » » >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) « «< ri ELEVATION DATA: UPSTREAM(FEET) = 49.40 DOWNSTREAM(FEET) = 47.00 FLOW LENGTH(FEET) = 200.00 MANNING'S N = 0.013 ASSUME FULL - FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET /SEC.) = 13.78 "II PIPE FLOW VELOCITY = (TOTAL FLOW) /(PIPE CROSS SECTION AREA) li m I GIVEN PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 219.11 ii PIPE TRAVEL TIME(MIN.) = 0.24 Tc(MIN.) = 13.78 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 501.00 = 5737.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** li FLOW PROCESS FROM NODE 501.00 TO NODE 501.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ii MAINLINE Tc(MIN) = 13.78 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.796 SUBAREA LOSS RATE DATA(AMC II): ii DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.40 0.98 0.10 32 ii SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.33 EFFECTIVE AREA(ACRES) = 72.55 AREA - AVERAGED Fm(INCH /HR) = 0.46 i: AREA - AVERAGED Fp(INCH /HR) = 0.90 AREA- AVERAGED Ap = 0.51 TOTAL AREA(ACRES) = 95.50 PEAK FLOW RATE(CFS) = 219.11 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE 1: ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 501.00 TO NODE 501.00 IS CODE = 81 ^ » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< iiii MAINLINE Tc(MIN) = 13.78 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.796 [: SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.70 0.98 0.10 32 i ir SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 2.33 r' EFFECTIVE AREA(ACRES) = 73.25 AREA - AVERAGED Fm(INCH /HR) = 0.46 AREA - AVERAGED Fp(INCH /HR) = 0.90 AREA- AVERAGED Ap = 0.51 TOTAL AREA(ACRES) = 96.20 PEAK FLOW RATE(CFS) = 220.14 ii END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 96.20 TC(MIN.) = 13.78 EFFECTIVE AREA(ACRES) = 73.25 AREA - AVERAGED Fm(INCH/HR)= 0.46 ii AREA - AVERAGED Fp(INCH /HR) = 0.90 AREA - AVERAGED Ap = 0.51 PEAK FLOW RATE(CFS) = 220.14 ** PEAK FLOW RATE TABLE ** ii STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 220.14 13.78 3.796 0.90( 0.46) 0.51 73.2 3.00 7 2 219.92 14.49 3.682 0.90( 0.46) 0.51 75.8 430.10 II 3 216.98 15.04 3.601 0.90( 0.46) 0.51 76.7 5.00 4 172.13 28.10 2.475 0.85( 0.49) 0.57 96.2 430.01 ii am ii I SECTION Q -CB Q100 HYDROLOGY CATCH BASIN & LATERALS DESCRIPTION OF STUDY: CITRUS HEIGHT NORTH - PA 4 -8 -10 Q100 HYDROLOGY CATCH BASIN [SAN BERNARDINO COUNTY) FILE NAME:1000B.DAT *ENGLISH UNITS* I CALCULATED BY: TIME /DATE OF STUDY: 7:19 6/21/2005 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 1 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE) CONCENTRATION AREA (ACRES) SOILIDEV.I Tt Tc I 1 Fm Fm Q -SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPEIMIN. MIN. (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES I .. 650 .0138 .. INITIAL SUBAREA 2.00 3.3 3.3 A Open Brush 16.5 3.41 0.67 0.672 8.1 -- - --- - - -- - - -- - - -- - - -- - - -- 550 .0091 .. INITIAL SUBAREA 6.00 0.6 0.6 A 9D /AC - - -- 11.9 4.13 0.39 0.390 2.0 - - - - - -- - - -- 320 .0281 3.5 Qest.= 2.5 40.ft- STREET D= 0.28;D *V= 1.0 FLOW TO PT.# 1.6 FLOODWIDTH= 7.9 ,j� 7.00 0.3 0.90 A 9D /AC - - -- 13.5 3.84 0.39 0.390 2.8 - - 46 . 7.00 0.3 1.20 A 9D /AC - - -- 13.5 3.84 0.39 0.390 3.7 - - -- - - -- ADD SUBAREA 1 260 .0269 .. INITIAL SUBAREA 12.00 1.7 1.7 A 9D /AC - - -- 7.1 5.64 0.39 0.390 8.0 - --- (-47, &O 745 .0201 .. INITIAL SUBAREA 19.00 3.1 3.1 A 9D /AC - - -- 11.5 4.23 0.39 0.390 10.7 -- - - - - -- 760 .0250 6.7 Qest.= 16.2 3.0ft- GUTTER XFALL= 0.02000 FLOW TO PT . # 1 . 8 n =.0150 D= 0.60 j /� � 20.00 3.5 6.60 A 9D /AC - - -- 13.3 3.88 0.39 0.390 20.7 - - -- (� 395 .0233 .. INITIAL SUBAREA 135.00 1.0 1.0 A 6D /AC - - -- 9.0 4.89 0.49 0.488 4.0 - - -- - - -- 135.00 0.9 1.90 A 6D /AC - - -- 9.0 4.89 0.49 0.488 7.5 - - -- - - -- ADD SUBAREA /'_13 390 .0256 .. INITIAL SUBAREA 32.00 0.9 0.9 A 6D /AC - - -- 8.8 4.97 0.49 0.488 3.6 - - -- 32.00 0.9 1.80 A 6D /AC - - -- 8.8 4.97 0.49 0.488 7.3 - - -- - - -- ADD SUBAREA e413 ^ 16, 480 .0146 .. INITIAL SUBAREA 15.00 0.4 0.4 A Com =_ == 8.4 5.12 0.10 0.098 1.8 rj 410 .0122 .. INITIAL SUBAREA 29.00 0.3 0.3 A Com - - -- 8.1 5.20 0.10 0.098 1.4 - - -- -- 4 17 • 1E71 IWO 11,11 Iler o 7 r i 7 - 1 DESCRIPTION OF STUDY: CITRUS HEIGHT NORTH - PA 4 -8 -10 Q100 HYDROLOGY CATCH BASIN (SAN BERNARDINO COUNTY) FILE NAME:100CB.DAT *ENGLISH UNITS* 1 CALCULATED BY: TIME /DATE OF STUDY: 7:19 6/21/2005 1 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) 1 PAGE NUMBER 2 OF ((c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE) CONCENTRATION AREA (ACRES) SOILIDEV. Tt Tc I 1 Fm Fm Q -SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPE MIN. MIN. (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES -I - 1 1 390 .0385 .. INITIAL SUBAREA 36.00 2.1 2.1 A 12D /AC - - -- 9.1 4.86 0.68 0.683 7.9 - -- -1 305 .0393 5.4 Qest.= 9.9 40.ft- STREET D =0.39;D *V= 2.1 FLOW TO PT.# 1.0 FLOODWIDTH =13.3 95.00 1.1 3.20 A 16D /AC - - -- 10.1 4.57 0.49 0.615 11.4 -I 95.00 3.2 I - - -- 10.1 4.57 11.4 - - -- - - -- FOR CONFLUENCE -I 1 485 .0206 .. INITIAL SUBAREA 93.00 0.9 0.9 A 16D /AC - - -- 10.0 4.59 0.49 0.488 3.3 -1 330 .0273 4.1 Qest.= 4.8 40.ft- STREET D= 0.34;D *V= 1.4 FLOW TO PT.# 1.4 FLOODWIDTH =10.7 95.00 0.9 1.80 A 16D /AC - - -- 11.5 4.24 0.49 0.488 6.1 -I A CONFLUENCE PEAK FLOW RATE = 17.2 (cfs) --4 - /I ANALYSIS TIME OF CONCENTRATION(WIN.) = 10.1 LARGEST lJ�-' FOR POINT# MEAN VALUES: Fp = 0.975 (in /hr); Ap = 0.588; Fm = 0.573 (in /hr) CONFLUENCE 95.00 EFFECTIVE AREA = 4.79 (Acres); TOTAL AREA = 5.00 (Acres) Q= 17.2 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in /hr) Ae(Acres) NODE 17.23 10.11 0.975 0.59 0.573 4.57 4.788 35.0 16.52 11.46 0.975 0.58 0.569 4.24 5.000 91.0 -1 1- -1 1- i 1 680 .0309 .. INITIAL SUBAREA 100.00 1.6 1.6 A 9D/AC - - -- 10.2 4.5510.49 0.390 6.0 - 6 - -- - --- �� 100.00 1.2 2.80 A 6D /AC - - -- 10.2 9.5510.49 0.432 10,11- ADD SUBAREA I 1 780 .0141 .. INITIAL SUBAREA 16.00 0.9 0.9 A Com - - -- 10.2 4.5410.10 0.098 3.61 - - -- 1 1 1 1 1 1 * * * + -+ + -+ + -+ + -+ DESCRIPTION OF STUDY: CITRUS HEIGHT NORTH - PA 4 -8 -10 Q100 HYDROLOGY CATCH BASIN (SAN BERNARDINO COUNTY] FILE NAME:100CB.DAT *ENGLISH UNITS* I CALCULATED BY: TIME /DATE OF STUDY: 7:19 6/21/2005 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 3 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOILIDEV. Tt Tc I I Fm Fm Q -SUM (PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPE MIN. MIN. (in /hr) (Avg) (cfs) I(ft) ft /ft FPS. AND NOTES 560 .0357 4.4 Qest.= 4.8 40.ft- STREET I D =0.33;D *V= 1.4 IL._ TO PT.# 2.2 I FLOODWIDTH =10.1 17.00 0.7 1.60 A Com - - -- 12.4 4.04 0.10 0.098 5.71 - - -- --- - - -- - - -- - - -- �.... - - - -- 1 485 .0227 .. INITIAL SUBAREA 53.00 1.1 1.1 A 6D /AC - - -- 9.8 4.64 0.49 0.487 4.11 - - -- - -- 53.00 1.0 2.10 A 6D /AC - - -- 9.8 4.64 0.49 0.488 7.91 - - - -- ADD SUBAREA e 0 -T �i 410 .0244 .. INITIAL SUBAREA 63.00 1.2 1.2 A 9D /AC - - -- 8.7 4.99 0.39 0.390 5.0 360 .0167 3.4 Qest.= 6.0 40.ft- STREET D= 0.38;D *V= 1.3 FLOW TO PT.# 1.8 FLOODWIDTH =12.9 65.00 0.5 1.70 A I Com - - -- 10.5 4.46 0.10 0.304 6.4 -( 290 .0138 3.2 Qest.= 6.9 40.ft- STREET D 0.41;D V- 1.3 FLOW TO PT.# 1.5 FLOODWIDTH =14.3 67.00 0.3 2.00 A Com - - -- 12.0 4.12 0.10 0.273 6.9 - - -- V e? 680 .0221 .. INITIAL SUBAREA 73.00 2.1 2.1 A 9D /AC - - -- 10.9 4.37 0.39 0.390 7.5 - - -- 73.00 0.4 2.50 A Com - - -- 10.9 4.37 0.10 0.343 9.1 - - -- - ADD SUBAREA f e 1 4 260 .0077 .. INITIAL SUBAREA 76.00 0.2 0.2 A Com - - -- 7.4 5.49 0.10 0.098 1.0 - - -- - - -- n IS 490 .0184 .. INITIAL SUBAREA 78.00 1.9 1.9 A 9D /AC - - -- 9.9 4.62 0.39 0.390 7.2 1, 78.00 0.3 2.20 A Com - - -- 9.9 4.62 0.10 0.350 8.5 - - -- - - -- ADD SUBAREA A 78.00 0.5 2.70 A Com - - -- 9.9 4.62 0.10 0.303 10.5 - - -- ADD SUBAREA -- ---- L• �� 366 .0082 .. INITIAL SUBAREA 17.50 0.4 0.4 A Com - - -- 8.4 5.10 0.10 0.098 1.8 #'� * * lel 1 171 Ui swi Ewa DESCRIPTION OF STUDY: CITRUS HEIGHT NORTH - PA 4 -8 -10 Q100 HYDROLOGY CATCH BASIN [SAN BERNARDINO COUNTY) FILE NAME:100CB.DAT *ENGLISH UNITS* I CALCULATED BY: TIME /DATE OF STUDY: 7 :19 6/21/2005 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 4 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE) CONCENTRATION AREA (ACRES) SOILIDEV. Tt Tc I I Fm Fm Q -SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPE MIN. MIN. (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES - -- - - -- - - -- -- -- - - -- - - -- --- - - -- - - -- - - -- - - -- - - -- 347 .0086 .. INITIAL SUBAREA 106.00 0.7 0.7 A 9D /AC - - -- 10.0 4.59 0.39 0.390 2.6 106.00 0.7 ---- 10.0 2.6 -- -- STREAM SUMMARY 440 EFFECTIVE AREA = 0.70 Acres TOTAL AREA = 0.70 Acres PEAK FLOW RATE = 2.65 cfs TIME OF CONCENTRATION(MIN.)= 10.04 MEAN VALUES: Fp = 0.975 (in /hr); Ap = 0.400; Fm = 0.390 (in /hr) * * + -+ + -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983 -2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 Ps Analysis prepared by: * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * CITRUS HEIGHT NORTH - PA 4 -8 -10 * Q100 HYDROLOGY I; * CATCH BASIN *************************************************************************** FILE NAME: 100CB.DAT TIME /DATE OF STUDY: 07 :19 06/21/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -- *TIME -OF- CONCENTRATION MODEL*- - ** USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 24.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER- DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* rm L O SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.5700 r~ LO *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET - CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT - /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER - SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED 0 Is ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 » »> RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< Y »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 650.00 ELEVATION DATA: UPSTREAM(FEET) = 1705.00 DOWNSTREAM(FEET) = 1696.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 16.484 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.408 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) NATURAL POOR COVER "OPEN BRUSH" A 3.30 0.67 1.00 62 16.48 110 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) = 8.13 TOTAL AREA(ACRES) = 3.30 PEAK FLOW RATE(CFS) = 8.13 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.00 TO NODE 6.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 550.00 ELEVATION DATA: UPSTREAM(FEET) = 1706.00 DOWNSTREAM(FEET) = 1701.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 i d SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.948 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.134 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 0.60 0.98 0.40 32 11.95 LO SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA RUNOFF(CFS) = 2.02 !'" TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) = 2.02 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 6.00 TO NODE 7.00 IS CODE = 61 » » >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« «< » » >(STANDARD CURB SECTION USED) « « < UPSTREAM ELEVATION(FEET) = 1701.00 DOWNSTREAM ELEVATION(FEET) = 1692.00 STREET LENGTH(FEET) = 320.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 r i i ll; Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.49 ii STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.28 HALFSTREET FLOOD WIDTH(FEET) = 7.91 ii AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.35 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 0.95 STREET FLOW TRAVEL TIME(MIN.) = 1.59 Tc(MIN.) = 13.54 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.835 li OP SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN MR RESIDENTIAL ii "8 -10 DWELLINGS /ACRE" A 0.30 0.98 0.40 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.93 EFFECTIVE AREA(ACRES) = 0.90 AREA - AVERAGED Fm(INCH /HR) = 0.39 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.40 IM TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 2.79 II END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.29 HALFSTREET FLOOD WIDTH(FEET) = 8.31 1101 FLOW VELOCITY(FEET /SEC.) = 3.45 DEPTH * VELOCITY(FT*FT /SEC.) = 1.01 i LONGEST FLOWPATH FROM NODE 5.00 TO NODE 7.00 = 870.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ii FLOW PROCESS FROM NODE 7.00 TO NODE 7.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW «« < f Ili MAINLINE Tc(MIN) = 13.54 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.835 SUBAREA LOSS RATE DATA(AMC II): rig ii DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL w• "8 -10 DWELLINGS /ACRE" A 0.30 0.98 0.40 32 ii SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.93 ii EFFECTIVE AREA(ACRES) = 1.20 AREA - AVERAGED Fm(INCH /HR) = 0.39 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.40 TOTAL AREA(ACRES) = 1.20 PEAK FLOW RATE(CFS) = 3.72 ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS «« < ii »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 260.00 ELEVATION DATA: UPSTREAM(FEET) = 1698.00 DOWNSTREAM(FEET) = 1691.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 :'s SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.126 II !+ ill eft fill i i * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.638 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ii LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 1.70 0.98 0.40 32 7.13 li SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA RUNOFF(CFS) = 8.03 TOTAL AREA(ACRES) = 1.70 PEAK FLOW RATE(CFS) = 8.03 ii * * * ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 21 li » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« « < »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 745.00 ELEVATION DATA: UPSTREAM(FEET) = 1695.00 DOWNSTREAM(FEET) = 1680.00 ii Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.507 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.229 SUBAREA Tc AND LOSS RATE DATA(AMC II): 00 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ii LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL wm "8 -10 DWELLINGS /ACRE" A 3.10 0.98 0.40 32 11.51 i SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA RUNOFF(CFS) = 10.71 TOTAL AREA(ACRES) = 3.10 PEAK FLOW RATE(CFS) = 10.71 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 91 i; » » >COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA« «< ** UPSTREAM NODE ELEVATION(FEET) = 1680.00 i i DOWNSTREAM NODE ELEVATION(FEET) = 1661.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 760.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.110 li PAVEMENT LIP(FEET) = 0.375 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 10.00 f1 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.878 li SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN 17 RESIDENTIAL li "8 -10 DWELLINGS /ACRE" A 3.50 0.98 0.40 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 16.20 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET /SEC.) = 7.08 AVERAGE FLOW DEPTH(FEET) = 0.60 FLOOD WIDTH(FEET) = 14.44 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.79 Tc(MIN.) = 13.29 ii SUBAREA AREA(ACRES) = 3.50 SUBAREA RUNOFF(CFS) = 10.99 EFFECTIVE AREA(ACRES) = 6.60 AREA - AVERAGED Fm(INCH /HR) = 0.39 ii AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.40 TOTAL AREA(ACRES) = 6.60 PEAK FLOW RATE(CFS) = 20.72 END OF SUBAREA "V" GUTTER HYDRAULICS: II DEPTH(FEET) = 0.65 FLOOD WIDTH(FEET) = 19.20 FLOW VELOCITY(FEET /SEC.) = 6.71 DEPTH *VELOCITY(FT *FT /SEC) = 4.34 LONGEST FLOWPATH FROM NODE 18.00 TO NODE 20.00 = 1505.00 FEET. li ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 24.00 TO NODE 135.00 IS CODE = 21 il » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 395.00 li ELEVATION DATA: UPSTREAM(FEET) = 1695.00 DOWNSTREAM(FEET) = 1685.80 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]**0.20 li SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.019 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.894 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 1.00 0.98 0.50 32 9.02 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.97 TOTAL AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) = 3.97 k i ***** * * * * ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 135.00 TO NODE 135.00 IS CODE = 81 li » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< MAINLINE Tc(MIN) = 9.02 '" * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.894 i ll SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN ii RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 0.90 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0•98 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.90 SUBAREA RUNOFF(CFS) = 3.57 EFFECTIVE AREA(ACRES) = 1.90 AREA - AVERAGED Fm(INCH /HR) = 0.49 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 ii TOTAL AREA(ACRES) = 1.90 PEAK FLOW RATE(CFS) = 7.54 en FLOW PROCESS FROM NODE 30.00 TO NODE 32.00 IS CODE = 21 ii »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« « < »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« MP li fil ii INITIAL SUBAREA FLOW - LENGTH(FEET) = 390.00 ELEVATION DATA: UPSTREAM(FEET) = 1690.00 DOWNSTREAM(FEET) = 1680.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.802 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.966 ii SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL ii "5 -7 DWELLINGS /ACRE" A 0.90 0.98 0.50 32 8.80 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 ii SUBAREA RUNOFF(CFS) = 3.63 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 3.63 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ii FLOW PROCESS FROM NODE 32.00 TO NODE 32.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < ii MAINLINE Tc(MIN) = 8.80 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.966 SUBAREA LOSS RATE DATA(AMC II): r. ii DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL i: "5 -7 DWELLINGS /ACRE" A 0.90 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.90 SUBAREA RUNOFF(CFS) = 3.63 "' EFFECTIVE AREA(ACRES) = 1.80 AREA - AVERAGED Fm(INCH/HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 1.80 PEAK FLOW RATE(CFS) = 7.26 mm L ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« « < 60 »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 480.00 II ELEVATION DATA: UPSTREAM(FEET) = 1698.00 DOWNSTREAM(FEET) = 1691.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 il SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.368 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.120 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ri LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) II COMMERCIAL A 0.40 0.98 0.10 32 8.37 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.81 TOTAL AREA(ACRES) = 0.40 PEAK FLOW RATE(CFS) = 1.81 i **************************************************************************** il: i: El FLOW PROCESS FROM NODE 27.00 TO NODE 29.00 IS CODE = 21 ii » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 410.00 ii ELEVATION DATA: UPSTREAM(FEET) = 1693.00 DOWNSTREAM(FEET) = 1688.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.142 li * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.204 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ii LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.30 0.98 0.10 32 8.14 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 li SUBAREA RUNOFF(CFS) = 1.38 TOTAL AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) = 1.38 i ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 35.00 TO NODE 36.00 IS CODE = 21 »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< E ll »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 390.00 r"+ ELEVATION DATA: UPSTREAM(FEET) = 1695.00 DOWNSTREAM(FEET) = 1680.00 ild Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.139 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.856 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ,., LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) L RESIDENTIAL "2 DWELLINGS /ACRE" A 2.10 0.98 0.70 32 9.14 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 P. SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.70 SUBAREA RUNOFF(CFS) = 7.89 TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) = 7.89 ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 36.00 TO NODE 95.00 IS CODE = 62 ii » »>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« «< » » >( STREET TABLE SECTION # 2 USED) « «< UPSTREAM ELEVATION(FEET) = 1680.00 DOWNSTREAM ELEVATION(FEET) = 1668.00 ii STREET LENGTH(FEET) = 305.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 ii DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 ii SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 i; ,.P i: STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 iil Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.91 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 13.32 AVERAGE FLOW VELOCITY(FEET /SEC.) = 5.24 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 2.06 ii STREET FLOW TRAVEL TIME(MIN.) = 0.97 Tc(MIN.) = 10.11 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.570 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 1.10 0.98 0.50 32 li SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 4.04 EFFECTIVE AREA(ACRES) = 3.20 AREA - AVERAGED Fm(INCH /HR) = 0.62 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.63 TOTAL AREA(ACRES) = 3.20 PEAK FLOW RATE(CFS) = 11.39 i: END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.10 FLOW VELOCITY(FEET /SEC.) = 5.41 DEPTH *VELOCITY(FT *FT /SEC.) = 2.21 r ., LONGEST FLOWPATH FROM NODE 35.00 TO NODE 95.00 = 695.00 FEET. FLOW PROCESS FROM NODE 95.00 TO NODE 95.00 IS CODE = 1 » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ,, TOTAL NUMBER OF STREAMS = 2 Lir CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 10.11 RAINFALL INTENSITY(INCH /HR) = 4.57 AREA - AVERAGED Fm(INCH /HR) = 0.62 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.63 EFFECTIVE STREAM AREA(ACRES) = 3.20 ii TOTAL STREAM AREA(ACRES) = 3.20 PEAK FLOW RATE(CFS) AT CONFLUENCE = 11.39 li ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 91.00 TO NODE 93.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< li »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 485.00 li ELEVATION DATA: UPSTREAM(FEET) = 1687.00 DOWNSTREAM(FEET) = 1677.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.032 li * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.591 li P. L SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 0.90 0.98 0.50 32 10.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.32 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 3.32 ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 93.00 TO NODE 95.00 IS CODE = 62 » » >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« «< li » » >( STREET TABLE SECTION # 2 USED) « « < UPSTREAM ELEVATION(FEET) = 1677.00 DOWNSTREAM ELEVATION(FEET) = 1668.00 STREET LENGTH(FEET) = 330.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 pp DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 i i INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 `~ SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 ,�. Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 ( * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.84 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: '"" STREET FLOW DEPTH(FEET) = 0.34 iiii HALFSTREET FLOOD WIDTH(FEET) = 10.66 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.86 Pm PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.31 f STREET FLOW TRAVEL TIME(MIN.) = 1.43 Tc(MIN.) = 11.46 Mr * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.240 SUBAREA LOSS RATE DATA(AMC II): Plo DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS L O LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS /ACRE" A 0.90 0.98 0.50 32 II SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.90 SUBAREA RUNOFF(CFS) = 3.04 ii EFFECTIVE AREA(ACRES) = 1.80 AREA - AVERAGED Fm(INCH /HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 1.80 PEAK FLOW RATE(CFS) = 6.08 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.76 FLOW VELOCITY(FEET /SEC.) = 4.05 DEPTH *VELOCITY(FT *FT /SEC.) = 1.46 LONGEST FLOWPATH FROM NODE 91.00 TO NODE 95.00 = 815.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 95.00 TO NODE 95.00 IS CODE = 1 ii I: E i ll »» >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«« < » » >AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES « « < i; TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 11.46 rm RAINFALL INTENSITY(INCH /HR) = 4.24 i i AREA - AVERAGED Fm(INCH/HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 = EFFECTIVE STREAM AREA(ACRES) = 1.80 TOTAL STREAM AREA(ACRES) 1.80 PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.08 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 11.39 10.11 4.570 0.97( 0.62) 0.63 3.2 35.00 2 6.08 11.46 4.240 0.98( 0.49) 0.50 1.8 91.00 r RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO li CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** '"" STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER ii NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 17.23 10.11 4.570 0.97( 0.57) 0.59 4.8 35.00 2 16.52 11.46 4.240 0.98( 0.57) 0.58 5.0 91.00 i i COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 17.23 Tc(MIN.) = 10.11 !^ EFFECTIVE AREA(ACRES) = 4.79 AREA - AVERAGED Fm(INCH /HR) = 0.57 ii AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.59 TOTAL AREA(ACRES) = 5.00 {fie.. LONGEST FLOWPATH FROM NODE 91.00 TO NODE 95.00 = 815.00 FEET. FLOW PROCESS FROM NODE 99.00 TO NODE 100.00 IS CODE = 21 m. i ll » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 680.00 ELEVATION DATA: UPSTREAM(FEET) = 1686.00 DOWNSTREAM(FEET) = 1665.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.184 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.550 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL !: "8 -10 DWELLINGS /ACRE" A 1.60 0.98 0.40 32 10.18 II SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA RUNOFF(CFS) = 5.99 ii TOTAL AREA(ACRES) = 1.60 PEAK FLOW RATE(CFS) = 5.99 iii lor i; ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 100.00 TO NODE 100.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « < MAINLINE Tc(MIN) = 10.18 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.550 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 1.20 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 4.39 EFFECTIVE AREA(ACRES) = 2.80 AREA - AVERAGED Fm(INCH/HR) = 0.43 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.44 TOTAL AREA(ACRES) = 2.80 PEAK FLOW RATE(CFS) = ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< PPR »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 780.00 vim ELEVATION DATA: UPSTREAM(FEET) = 1691.00 DOWNSTREAM(FEET) = 1680.00 k i Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.229 r' * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.538 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) 1: COMMERCIAL A 0.90 0.98 0.10 32 10.23 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 3.60 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 3.60 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 61 » » >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA ««< » >(STANDARD CURB SECTION USED) « « < UPSTREAM ELEVATION(FEET) = 1680.00 DOWNSTREAM ELEVATION(FEET) = 1660.00 STREET LENGTH(FEET) = 560.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 1; STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 i: i Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 r im li * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.84 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.33 Pm HALFSTREET FLOOD WIDTH(FEET) = 10.12 i i AVERAGE FLOW VELOCITY(FEET /SEC.) = 4.24 PRODUCT OF DEPTH & VELOCITY(FT*FT /SEC.) = 1.39 STREET FLOW TRAVEL TIME(MIN.) = 2.20 Tc(MIN.) = 12.43 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.037 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.70 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 ii SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 2.48 EFFECTIVE AREA(ACRES) = 1.60 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.10 ii TOTAL AREA(ACRES) = 1.60 PEAK FLOW RATE(CFS) = 5.67 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = 10.82 !! FLOW VELOCITY(FEET /SEC.) = 4.40 DEPTH *VELOCITY(FT *FT /SEC.) = 1.51 li LONGEST FLOWPATH FROM NODE 15.00 TO NODE 17.00 = 1340.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** rm I ii FLOW PROCESS FROM NODE 52.00 TO NODE 53.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< i: »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 485.00 ELEVATION DATA: UPSTREAM(FEET) = 1684.00 DOWNSTREAM(FEET) = 1673.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)J* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.843 ii * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.644 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) ii RESIDENTIAL "5 -7 DWELLINGS /ACRE" A 1.10 0.98 0.50 32 9.84 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 4.12 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 4.12 ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 53.00 TO NODE 53.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW ««< MAINLINE Tc(MIN) = 9.84 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.644 ii SUBAREA LOSS RATE DATA(AMC :I): PM ii DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL Ili !l! "5 -7 DWELLINGS /ACRE" A 1.00 0.98 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 !'' SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 3.74 ii EFFECTIVE AREA(ACRES) = 2.10 AREA - AVERAGED Fm(INCH /HR) = 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) = 7.86 FLOW PROCESS FROM NODE 61.00 TO NODE 63.00 IS CODE = 21 Ii » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« « < »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« ii INITIAL SUBAREA FLOW - LENGTH(FEET) = 410.00 ELEVATION DATA: UPSTREAM(FEET) = 1681.00 DOWNSTREAM(FEET) = 1671.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 II SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.721 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.994 SUBAREA Tc AND LOSS RATE DATA(AMC II): PP" DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc il LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL v ., "8 -10 DWELLINGS /ACRE" A 1.20 0.98 0.40 32 8.72 Iii SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp( INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA RUNOFF(CFS) = 4.97 !'" TOTAL AREA(ACRES) = 1.20 PEAK FLOW RATE(CFS) = 4.97 ili ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 63.00 TO NODE 65.00 IS CODE = 61 i: »» >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< » »>(STANDARD CURB SECTION USED) ««< r Li UPSTREAM ELEVATION(FEET) = 1671.00 DOWNSTREAM ELEVATION(FEET) = 1665.00 STREET LENGTH(FEET) = 360.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 r. ii DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 ii OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 ii Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.96 imi STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.93 Pe AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.33 II i l: PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.28 STREET FLOW TRAVEL TIME(MIN.) = 1.80 Tc(MIN.) = 10.52 p. * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.462 ii SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN r COMMERCIAL A 0.50 0.98 0.10 32 II SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.96 II EFFECTIVE AREA(ACRES) = 1.70 AREA - AVERAGED Fm(INCH/HR) = 0.30 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.31 TOTAL AREA(ACRES) = 1.70 PEAK FLOW RATE(CFS) = 6.36 ii END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 13.24 FLOW VELOCITY(FEET /SEC.) = 3.40 DEPTH *VELOCITY(FT *FT /SEC.) = 1.33 LONGEST FLOWPATH FROM NODE 61.00 TO NODE 65.00 = 770.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • FLOW PROCESS FROM NODE 65.00 TO NODE 67.00 IS CODE = 61 ii » » >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« «< » » >(STANDARD CURB SECTION USED) « «< UPSTREAM ELEVATION(FEET) = 1665.00 DOWNSTREAM ELEVATION(FEET) = 1661.00 STREET LENGTH(FEET) = 290.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 ril DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 I: Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.90 L . STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.26 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.21 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.32 STREET FLOW TRAVEL TIME(MIN.) = 1.51 Tc(MIN.) = 12.03 il - 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.118 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN li COMMERCIAL A 0.30 0.98 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 1.09 I I EFFECTIVE AREA(ACRES) = 2.00 AREA - AVERAGED Fm(INCH /HR) = 0.27 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.28 TOTAL AREA(ACRES) = 2.00 PEAK FLOW RATE(CFS) = 6.92 ri E i; END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.26 .,, FLOW VELOCITY(FEET /SEC.) = 3.22 DEPTH *VELOCITY(FT *FT /SEC.) = 1.32 1. Ild LONGEST FLOWPATH FROM NODE 61.00 TO NODE 67.00 = 1060.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** "^ FLOW PROCESS FROM NODE 72.00 TO NODE 73.00 IS CODE = 21 ii » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« iii INITIAL SUBAREA FLOW - LENGTH(FEET) = 680.00 ELEVATION DATA: UPSTREAM(FEET) = 1684.00 DOWNSTREAM(FEET) = 1669.00 Pi L i Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.893 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.370 r SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) rm RESIDENTIAL .y "8 -10 DWELLINGS /ACRE" A 2.10 0.98 0.40 32 10.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 Pm+ SUBAREA RUNOFF(CFS) = 7.52 L i TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) = 7.52 r■+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** L . FLOW PROCESS FROM NODE 73.00 TO NODE 73.00 IS CODE = 81 »» >ADDITION OF SUBAREA TO MAINLINE PEAK iiii MAINLINE Tc(MIN) = 10.89 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.370 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.40 0.98 0.10 32 ,"" SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 L SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.54 n EFFECTIVE AREA(ACRES) = 2.50 AREA - AVERAGED Fm(INCH/HR) = 0.34 ii AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.35 TOTAL AREA(ACRES) = 2.50 PEAK FLOW RATE(CFS) = 9.06 ii ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 75.00 TO NODE 76.00 IS CODE = 21 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ii »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 260.00 ELEVATION DATA: UPSTREAM(FEET) = 1671.00 DOWNSTREAM(FEET) = 1669.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.441 i ni * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.493 iii SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS To ,, LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) ii COMMERCIAL A 0.20 0.98 0.10 32 7.44 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 !"" SUBAREA RUNOFF(CFS) = 0.97 II TOTAL AREA(ACRES) = 0.20 PEAK FLOW RATE(CFS) = 0.97 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ii FLOW PROCESS FROM NODE 77.00 TO NODE 78.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< ii »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 490.00 ELEVATION DATA: UPSTREAM(FEET) = 1670.00 DOWNSTREAM(FEET) = 1661.00 ii Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.912 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.625 !+!� SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) r li RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 1.90 0.98 0.40 32 9.91 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 ,,.,. SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 Imp SUBAREA RUNOFF(CFS) = 7.24 TOTAL AREA(ACRES) = 1.90 PEAK FLOW RATE(CFS) = 7.24 L i FLOW PROCESS FROM NODE 78.00 TO NODE 78.00 IS CODE = 81 w " » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< iii MAINLINE Tc(MIN) = 9.91 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.625 *^ SUBAREA LOSS RATE DATA(AMC II): ili DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.30 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 II SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 1.22 ii EFFECTIVE AREA(ACRES) = 2.20 AREA - AVERAGED Fm(INCH /HR) = 0.35 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.36 TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 8.46 ii **************************************************************************** FLOW PROCESS FROM NODE 78.00 TO NODE 78.00 IS CODE = 81 I; » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< MAINLINE Tc(MIN) = 9.91 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.625 SUBAREA LOSS RATE DATA(AMC II): pm ill li DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN illi COMMERCIAL A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 2.04 II EFFECTIVE AREA(ACRES) = 2.70 AREA - AVERAGED Fm(INCH/HR) = 0.30 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.31 TOTAL AREA(ACRES) = 2.70 PEAK FLOW RATE(CFS) = 10.50 in: ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 17.00 TO NODE 17.50 IS CODE = 21 t !I » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< II »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 366.00 ii ELEVATION DATA: UPSTREAM(FEET) = 1660.00 DOWNSTREAM(FEET) = 1657.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 :1 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.424 II * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.099 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) II COMMERCIAL A 0.40 0.98 0.10 32 8.42 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.80 TOTAL AREA(ACRES) = 0.40 PEAK FLOW RATE(CFS) = 1.80 ili FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE = 21 »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< i: »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 347.00 "" ELEVATION DATA: UPSTREAM(FEET) = 1660.00 DOWNSTREAM(FEET) = 1657.00 g . iii Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE))* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.038 i * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.590 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc il LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 0.70 0.98 0.40 32 10.04 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA RUNOFF(CFS) = 2.65 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 2.65 !lam! li END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.70 TC(MIN.) = 10.04 EFFECTIVE AREA(ACRES) = 0.70 AREA - AVERAGED Fm(INCH/HR)= 0.39 I; AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.40 L Num r PEAK FLOW RATE(CFS) = 2.65 END OF RATIONAL METHOD ANALYSIS I; OR ii 0* • r l WI W1 WI WI WI I WI WI + -+ + -+ DESCRIPTION OF STUDY: CITRUS HEIGHT NORTH - PA 10 Q100 HYDROLOGY -LINE A JN 126 -2005 linA.dat [SAN BERNARDINO COUNTY] FILE NAME:LINA.DAT *ENGLISH UNITS* I CALCULATED BY: TIME /DATE OF STUDY: 8: 5 7/ 8/2005 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 1 OF [(c) 1983 -2004 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOILIDEV. Tt Tc I I Fm Fm Q -SUM PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPEITYPE MIN. MIN. (in /hr) (Avg) (cfs) (ft) ft /ft FPS. AND NOTES •. 680 .0221 .. INITIAL SUBAREA 73.00 2.1 2.1 A 19D /AC - - -- 10.9 4.37 0.39 0.390 7.5 - -- 73.00 0.4 2.50 A I Com - - -- 10.9 4.37 0.10 0.343 9.1 - - -- - - -- ADD SUBAREA - - -I - - -- - - -- 44 .0159 7.9 Qpipe= 9.06 n =.0130 D= 0.79 76.00 0.1 24.0" -PIPE 76.00 0.2 2.70 A I9D /AC - - -- 11.0 4.35 0.39 0.347 9.7 - - -- - - -- ADD SUBAREA -I -- 350 .0260 9.6 Qpipe= 9.72 n =.0130 D= 0.71 79.00 0.6 24.0" -PIPE 1.9 A 9D /AC 0.39 79.00 0.8 5.40 A Com - - -- 11.6 4.21 0.10 0.325 18.9 - - -- - - -- ADD SUBAREA 79.00 1.6 7.00 A Com - - -- 11.6 4.21 0.10 0.273 24.8 - - -- - - -- ADD SUBAREA 79.00 7.0 - - -- 11.6 24.8 - - -- - - -- STREAM SUMMARY - -- - - -- - - -- - - -- - --- - - -- EFFECTIVE AREA = 7.00 Acres TOTAL AREA = 7.00 Acres PEAK FLOW RATE = 24.81 cfs TIME OF CONCENTRATION(MIN.)= 11.59 MEAN VALUES: Fp = 0.975 (in /hr); Ap = 0.280; Fm = 0.273 (in /hr) - -- - - -- - --- - - -- - - -- - - -- * r P" Id r ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983 -2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 Analysis prepared by: * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * CITRUS HEIGHT NORTH - PA 10 * * Q100 HYDROLOGY -LINE A * * JN 126 -2005 linA.dat * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FILE NAME: LINA.DAT TIME /DATE OF STUDY: 08:05 07/08/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -- *TIME -OF- CONCENTRATION MODEL*- - USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 24.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER- DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.5700 In e *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET - CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT - /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET qqti as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER- SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** `{ FLOW PROCESS FROM NODE 72.00 TO NODE 73.00 IS CODE = 21 ■../, » »> RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< i ro i i »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 680.00 PO ,a;. ELEVATION DATA: UPSTREAM(FEET) = 1684.00 DOWNSTREAM(FEET) = 1669.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 r SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.893 li * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.370 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc r. L AND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) ii R ESIDENTIAL "8 -10 DWELLINGS /ACRE" A 2.10 0.98 0.40 32 10.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 F r SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA RUNOFF(CFS) = 7.52 TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) = 7.52 PR i i ***** **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 73.00 TO NODE 73.00 IS CODE = 81 fin 11 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW ««< MAINLINE Tc(MIN) = 10.89 p" * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.370 i ii SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS „p, LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (. COMMERCIAL A 0.40 0.98 0.10 32 ho SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 r" SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.54 imo EFFECTIVE AREA(ACRES) = 2.50 AREA- AVERAGED Fm(INCH/HR) = 0.34 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.35 .- TOTAL AREA(ACRES) = 2.50 PEAK FLOW RATE(CFS) = 9.06 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 73.00 TO NODE 76.00 IS CODE = 41 lio » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA ««< » » >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) « « < ii ELEVATION DATA: UPSTREAM(FEET) = 65.10 DOWNSTREAM(FEET) = 64.40 FLOW LENGTH(FEET) = 44.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 9.4 INCHES ii PIPE -FLOW VELOCITY(FEET /SEC.) = 7.91 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 9.06 PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 10.99 li LONGEST FLOWPATH FROM NODE 72.00 TO NODE 76.00 = 724.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 76.00 TO NODE 76.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < r iv, MAINLINE Tc(MIN) = 10.99 li we ill r- r. . i * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.348 SUBAREA LOSS RATE DATA(AMC II): on DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS i i LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "8 -10 DWELLINGS /ACRE" A 0.20 0.98 0.40 32 !1 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 II SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 0.71 ,, EFFECTIVE AREA(ACRES) = 2.70 AREA - AVERAGED Fm(INCH /HR) = 0.35 iii AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.36 TOTAL AREA(ACRES) = 2.70 PEAK FLOW RATE(CFS) = 9.72 riJ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i i FLOW PROCESS FROM NODE 76.00 TO NODE 79.00 IS CODE = 41 » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< ii » » >USING USER - SPECIFIED PIPESIZE (EXISTING ELEMENT) « «< ELEVATION DATA: UPSTREAM(FEET) = 64.40 DOWNSTREAM(FEET) = 55.30 FLOW LENGTH(FEET) = 350.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 8.6 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.65 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 9.72 ii PIPE TRAVEL TIME(MIN.) = 0.60 Tc(MIN.) = 11.59 LONGEST FLOWPATH FROM NODE 72.00 TO NODE 79.00 = 1074.00 FEET. II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 79.00 TO NODE 79.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW « MAINLINE Tc(MIN) = 11.59 ili * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.210 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN r RESIDENTIAL ii "8 -10 DWELLINGS /ACRE" A 1.90 0.98 0.40 32 COMMERCIAL A 0.80 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 II SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.31 SUBAREA AREA(ACRES) = 2.70 SUBAREA RUNOFF(CFS) = 9.49 EFFECTIVE AREA(ACRES) = 5.40 AREA - AVERAGED Fm(INCH/HR) = 0.32 ii AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.33 TOTAL AREA(ACRES) = 5.40 PEAK FLOW RATE(CFS) = 18.88 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ii FLOW PROCESS FROM NODE 79.00 TO NODE 79.00 IS CODE = 81 » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < i MAINLINE Tc(MIN) = 11.59 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.210 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS imi LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 1.60 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 1.60 SUBAREA RUNOFF(CFS) = 5.92 EFFECTIVE AREA(ACRES) = 7.00 AREA - AVERAGED Fm(INCH /HR) = 0.27 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.28 TOTAL AREA(ACRES) = 7.00 PEAK FLOW RATE(CFS) = 24.81 END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.00 TC(MIN.) = 11.59 EFFECTIVE AREA(ACRES) = 7.00 AREA - AVERAGED Fm(INCH /HR)= 0.27 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.28 PEAK FLOW RATE(CFS) = 24.81 END OF RATIONAL METHOD ANALYSIS i { SECTION D STREET FLOW & CATCH BASIN SIZING R/W R/W I / 56'/60' I CL I 10' 18'/20' 18'/20' 10' I L. 0.5' 4' AC PVMNT I 0 ' 5 ?$ 2% 2X 2% I , - � .1 - I_ . _ X11- ua �u.� �.il��h�: =� 1=11 11.r . . :11=11 =11 =' CONC. 11=„11 .11:i*11 11,=1111 =111 1 1 =11- CONC. SIDEWALK =1=11= = 1LII.IIIIJI11.11 =411= SIDEWALK CONC. CURB CONC. CURB & GUTTER & GUTTER 56' AND 60' TYPICAL SECTION "B ; "C ; "D ; "E ; "F , "G ; "I , "J, "K" "L ; "M" & "O" STREETS TYPICAL SECTION (PRIVATE STREET) T.I. = 5.5 NTS J: \126- 2005\streets\st0l.dwa. 4/24/2005 8:08:09 AM. Wendell. Wendell il iiii i SUMMARY OF CATCH BASIN INTERCEPTION CB NO. I Q c.f.s I % Street I Depth Intercepted Flowby L Ft. Q Q 19 3.7 SUMP 0.5 3.7 - 18 1.8 1.0 0.28 1.8 - 17 1.4 1.0 0.26 1.4 - 16 7.3 SUMP 0.5 7.3 - 15 7.5 SUMP 0.5 7.5 - 7 17.2 SUMP 0.5 17.2 - 6 10.4 SUMP 0.4 10.4 - ile 10 9.9 SUMP 0.5 9.9 - iii 9 10.5 SUMP 0.5 10.5 - r 8 7.9 SUMP 0.5 7.9 - N 5 6.9 0.4 0.4 6.5 - 14 9.1 SUMP 0.5 9.1 - j . 13 1.0 0.76 0.25 1.0 - 11 10.5 SUMP 0.4 10.5 - I, 12 5.7 2.9 0.34 5.7 - ow 2 1.8 SUMP 0.33 1.8 - 1 2.6 SUMP 0.42 2.6 - ii PR a I » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. 1!! t., BASIN INFLOW(CFS) = 3.70 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.50 .0e4 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.39 0:110 10K OMR al i ws PPM ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »STREETFLOW MODEL INPUT INFORMATION «« Se'is S ----- ---------------------------------------------------- -- - - - - -- CONSTANT STREET GRADE(FEET/FEET) .010000 g CONSTANT STREET FLOW(CFS) = 1.80- { AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER - WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER - LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER - HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(1EET) = 0.28 HALFSTREET FLOOD WIDTH(FEET) = 8.73 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.08 PRODUCT OF DEPTH &VELOCITY = 0.59 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION «« Curb Inlet Capacities are approximated pp oxunated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1.80 PPP GUTTER FLOWDEPTH(FEET) = 0.28 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.68 0.25 1.00 0.36 1.50 0.53 2.00 0.70 2.50 0.86 3.00 1.00 3.50 1.13 4.00 1.26 4.50 1.36 5.00 1.46 5.50 1.56 6.00 1.65 6.50 1.74 r ' D K 6.85 1.80 .( ■ IMO ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ""'' » »STREETFLOW MODEL INPUT INFORMATION «« 0.1 1/ CONSTANT STREET GRADE(FEET/FEET) = 0.010000 CONSTANT STREET FLOW(CFSI = 1.40 �-- AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = .015000 CONSTANT SYMMETRICAL STREET HALF - WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 L INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 • OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER - LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER - HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS on STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.26 - HALFSTREET FLOOD WIDTH(FEET) = 7.57 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.06 PRODUCT OF DEPTH &VELOCITY = 0.54 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION «« e*I7 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1.40 GUTTER FLOWDEPTH(FEET) = 0.26 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.58 0.19 1.00 0.33 1.50 0.48 2.00 0.63 2.50 0.76 3.00 0.89 3.50 1.00 4.00 1.10 4.50 1.19 5.00 1.27 5.50 1.36 ( Or_ ` , - `�j 5.76 1.40 I/l/ / ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« C e Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 7.30-- - BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.13 M I Lc, » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 7.30 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.49 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.89 �. 2-4 ‘' ' to=7 —�E ►'rte o'r 0 E ' 41 <As -' 01‹ » »SUMP TYPE BASIN INPUT INFORMATION «« al; i {� Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ii BASIN INFLOW(CFS) = 7.50 o t s BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.21 pi I 1 ,1 , ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« _ 5 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. r ot BASIN INFLOW(CFS) = 7.50 BASIN OPENING(FEET) = 0.83 r DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.87 2 / _ / „ O ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« 6 i 7 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 17.20 BASIN OPENING(FEET) = 0:83 DEPTH OF WATER(FEET) = 0.83 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 7.37 1\dI f 'I.J ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** L » »SUMP TYPE BASIN INPUT INFORMATION «« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = ,17.20 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.50 i » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 15.76 4- S Ei L 2 x. ►. = 1 e u 1 » »SUMP TYPE BASIN INPUT INFORMATION «« ( !,a Curb Inlet Capacities are approximated based on the Bureau of sl1we Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 10.40 , 6 ; ) BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.46 p ' rl/ » »SUMP TYPE BASIN INPUT INFORMATION «« el Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 10,40 �,. BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.40 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 13.32 O Ef r PF t0 4--"Fa- . c a, 4- urn I as ( r � ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *tk ► *mss * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« ,/� le, Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 9.90 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.80 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.48 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 9.90 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.07 �- Y. 1.4) = q L tD 0 1c ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« 643 q mon I Curb Inlet Capacities are approximated based on the Bureau of P*+ Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 10.50 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.50 I , W ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 10.50 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.62 ori RPO I I I i I w . Lt1.1,E- e **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« I Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 7.90 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.38 P11 ( Li ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« MI Curb Inlet Capacities are approximated based on the Bureau of los Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 7.90 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 7.24 imp I I is » »STREETFLOW MODEL INPUT 1NFORMATION«« n *- s" CONSTANT STREET GRADE(FEET/FEET) = 0.012000 CONSTANT STREET FLOW(CFS) = 6.90 -4--- AVERAGE STREETFLOW FRICTION FACTOR(MANNING = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER - WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER - LIP(FEET) = 0.03000 �!w! CONSTANT SYMMETRICAL GUTTER - HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.40 6' HALFSTREET FLOOD WIDTH(FEET) = 14.51 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.12 PRODUCT OF DEPTH &VELOCITY = 1.25 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION «« 1. Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 6.90 �• GUTTER FL ET) = 0.40 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION ant 1.80 1.03 2.00 1.14 2.50 1.41 3.00 1.68 3.50 1.94 4.00 2.20 4.50 2.46 5.00 2.72 5.50 2.98 6.00 3.21 6.50 3.44 7.00 3.64 7.50 3.84 8.00 4.04 "1" 8.50 4.24 > ` ... " 9.00 4.44 9.50 4.63 10.00 4.81 10.50 4.99 11.00 5.15 11.50 5.30 + 12.00 5.45 12.50 5.59 13.00 5.73 13.50 5.86 14.00 5.99 14.50 6.11 15.00 6.23 15.50 6.35 16.00 6.46 16.50 6.58 17.00 6.68 17.50 6.79 18.00 6.89 ,/� 18.03 6.90 � lj t ' [% a irr i re int Ii Ii I l),1 » »SUMP TYPE BASIN INPUT INFORMATION«« d a &r iro Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 9.10 eat ` .; BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.46 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.45 O I r i t Cr' r..- rG e_rfQ � �2�; vFen��) �a C f X117 r • goo ii PPR r. » »STREETFLOW MODEL INPUT INFORMATION«« PP CONSTANT STREET GRADE(FEET /FEET) = 0.007600 CONSTANT STREET FLOW(CFS) = 1.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF - WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 Pm OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 ■ CONSTANT SYMMETRICAL GUTTER - WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER - LIP(FEET) = 0.03000 M% CONSTANT SYMMETRICAL GUTTER - HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: pm STREET FLOW DEPTH(FEET) = 0.25 HALFSTREET FLOOD WIDTH(FEET) = 6.99 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.68 ,PP PRODUCT OF DEPTH &VELOCITY = 0.42 WM ww 10 op pm • P MB ow cf) �3 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of OR Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1.00 rm GUTTER FLOWDEPTH(FEET) = 0.25 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.43 0.14 0.50 0.16 1.00 0.31 1.50 0.45 2.00 0.58 2.50 0.69 3.00 0.78 3.50 0.87 4.00 0.95 7 4.29 1.00 Pm OR 10 I" .'a » »SUMP TYPE BASIN INPUT INFORMATION «« ( ) I Curb Inlet Capacities are approximated based on the Bureau of !A Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 10.50 4 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.80 M' ` » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.75 --rI (,� 11 » »SUMP TYPE BASIN INPUT INFORMATION «« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. e.. BASIN INFLOW(CFS) = 10.50 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.40 r » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 13.45 ( ) 4 0 i) ct,sf< ) 4. C d K I r� r L » »STREETFLOW MODEL INPUT INFORMATION«« Z- ------- CONSTANT STREET GRADE(FEET/FEET) = 0.029000 ( CONSTANT STREET FLOW(CFS) = 5.70 ,Z AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER - WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER - LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = 11.62 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.92 PRODUCT OF DEPTH &VELOCITY = 1.34 » »FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 5.70 GUTTER FLOWDEPTH(FEET) = 0.34 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.77 0.81 2.00 0.91 2.50 1.13 3.00 1.35 3.50 1.56 4.00 1.78 4.50 1.99 5.00 2.20 5.50 2.41 6.00 2.62 no 6.50 2.80 7.00 2.97 7.50 3.14 8.00 3.30 rrn !nt 8.50 3.46 9.00 3.62 9.50 3.78 10.00 3.94 10.50 4.09 11.00 4.22 11.50 4.34 12.00 4.46 12.50 4.58 13.00 4.70 13.50 4.81 14.00 4.92 14.50 5.03 triti 15.00 5.14 15.50 5.25 16.00 5.36 16.50 5.46 17.00 5.56 17.50 5. r� qq 5 .70 67 W =- ' L - ' / • k 17.67 PP 7 • ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * # *a * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« e�* Ii Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 1.80 df BASIN OPENING(FEET) = 0.83 f DEPTH OF WATER(FEET) = 0.33 4111 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.08 C "T" • r e 111 - O 7j to C P-PA- C 1 - r I i li �• Lim » »SUMP TYPE BASIN INPUT INFORMATION «« �1 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ■ BASIN INFLOW(CFS) = 2.60 BASIN OPENING(FEET) = 0.83 / DEPTH OF WATER(FEET) = 0.42 1- I P ! /'' �!+ » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.09 IPP DtLX AR' ptATt. -C 9-2 K N,px A ✓b . Vim I 6 6 I I I SIDEWALK KUU&N &KAUL IX LINE "`" SECTION "V" .: NOT TO SCALE R R 5' 26' 5' MIN. DRIVE LANE M IN. ROLLED CURB GARAGE 2% i 3%' -4% °A\ GARAGE 11111 VIVSV V I S,WW‘leir< 1- 1 r Irl: • 'ff r iV ' .<' 'ILY * " RM ROUGH GRADE LINE 26' ALLEY SECTION "K" N.T.S. c- J:1126- 2007taradinalMassRG16875 74 73PA201ro02.dwa. 7/14/2005 6:36:43 AM. Wendell. V PPR ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** w•• CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS Pm (c) Copyright 1983 -2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 P Analysis prepared by: 11 NIN TIME /DATE OF STUDY: 06:59 07/14/2005 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 10.00 2 5.00 9.90 RR 3 5.60 9.40 4 7.00 9.54 5 31.00 10.26 SUBCHANNEL SLOPE(FEET /FEET) = 0.020000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 r- SUBCHANNEL FLOW(CFS) = 10.1 SUBCHANNEL FLOW AREA(SQUARE FEET) = 2.26 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.486 c p., SUBCHANNEL FROUDE NUMBER = 1.844 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 12.27 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.18 pm 11 TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 10.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 10.12 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION 9.85 11 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. OM n Rea- i LA C36-r-g• me C.2 1 ,m d FOR- i4-YZ.a4 S }zLDt c9' r.,t 6 ! t./ To 4-L L LY's < ! D 4-4= lbw irr • • SECTION H STORM DRAIN HYDRAULICS STORM DRAIN HYDRAULICS LINE "E" FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw Invert Depth Water Q Vel Vel I Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem - Ch Slope SF Ave' HF SE Dpth Froude NJNorm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * * *I * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I 938.520 1645.180 3.145 1648.325 220.10 16.93 4.45 1652.77 .96 4.21 4.83 5.000 .000 .00 0 .0 8.000 .0200 .0136 .11 4.10 1.82 2.78 .013 .00 .00 PIPE f I 946.520 1645.340 3.167 1648.507 220.10 16.79 4.37 1652.88 .00 4.21 4.82 5.000 .000 .00 0 .0 10.290 .0204 .0132 .14 3.17 1.79 2.77 .013 .00 .00 PIPE I I 956.810 1645.550 3.201 1648.751 220.10 16.58 4.27 1653.02 .00 4.21 4.80 5.000 .000 .00 0 .0 '� -I- -I - - - - - I- UNCT STR .0200 .0176 .04 3.20 1.76 .015 .00 .00 PIPE I I 958.810 1645.590 3.167 1648.757 219.10 16.71 4.34 1653.09 .00 4.20 4.82 5.000 .000 .00 0 .0 22.910 .0196 .0129 .30 3.17 1.79 2.79 .013 .00 .00 PIPE I I 981.720 1646.040 3.242 1649.282 219.10 16.26 4.11 1653.39 1.74 4.20 4.77 5.000 .000 .00 0 .0 - - -- -- -- -- -I- -I- -- -- -I- -- -- -- - 18.280 .0202 .0120 .22 4.99 1.71 2.77 .013 .00 .00 PIPE I I 1000.000 1646.410 3.327 1649.737 219.10 15.79 3.87 1653.61 .10 4.20 4.72 5.000 .000 .00 0 .0 4.540 .0110 .0116 .05 3.43 1.62 3.39 .013 .00 .00 PIPE I I 1004.540 1646.460 3.325 1649.785 219.10 15.80 3.88 1653.66 .00 4.20 4.72 5.000 .000 .00 0 .0 j -I -I - - - - -I UNCT STR .0150 .0154 .03 3.43 1.62 .015 .00 .00 PIPE I I 1006.540 1646.490 3.324 1649.814 219.10 15.81 3.88 1653.69 .10 4.20 4.72 5.000 .000 .00 0 .0 - - -- -- -- -- -I- -I -- -- - I - -- -- -- - 18.500 .0119 .0116 .21 3.43 1.63 3.30 .013 .00 .00 PIPE I I 1025.040 1646.710 3.327 1650.037 219.10 15.79 3.87 1653.91 .81 4.20 4.72 5.000 .000 .00 0 .0 10.970 .0119 .0116 .13 4.14 1.62 3.30 .013 .00 .00 PIPE Ir7 IPA lin sr lei 11r1 l' 17 Irrl lens lin Iwo lei Irri Irri lir-I um 11t1 FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw Invert Depth Water I Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt.' INo Wth Station Elev (FT) Elev I (CFS) (FPS) Head Grd.E1. Kiev Depth I Width Dia. -FT or I.D.I ZL IPrs /Pip - - -- -- -I- -- -I- -- -- -- -I -- -- -I- -I L /Elem Ch Slope I SF Ave HF SE Dpth Froude NINorm Dp "N" X -Falll ZR IType Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * * *I * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * * *I * * * ** I * * * * * ** I I I I 1036.010 1646.840 3.329 1650.169 219.10 15.78 3.87 1654.04 .00 4.20 4.72 5.000 .000 .00 0 .0 - - - - - - -I- - - -I- - - - - - - -I- - - - - -I- I- 13.110 .0122 .0115 .15 3.33 1.62 3.27 .013 .00 .00 PIPE I I I I 1049.120 1647.000 3.334 1650.334 219.10 15.75 3.85 1654.19 .81 4.20 4.71 5.000 .000 .00 0 .0 - - - - - - -I- - -I- - - - - - - -I - - - - -I- 1- 16.010 .0119 .0115 .18 4.14 1.62 3.30 .013 .00 .00 PIPE I I I I 1065.130 1647.190 3.338 1650.527 219.10 15.73 3.84 1654.37 .10 4.20 4.71 5.000 .000 .00 0 .0 - - - - - - -I- - - -I- - - - - - - -I - - - - - I- I 36.550 .0120 .0114 .42 3.44 1.61 3.28 .013 .00 .00 PIPE I I I I 1101.680 1647.630 3.352 1650.982 219.10 15.66 3.81 1654.79 .80 4.20 4.70 5.000 .000 .00 0 .0 - - - - - - -I- - - -I- - - - - - - -I - - - - -I- I 11.920 .0117 .0113 .14 4.15 1.60 3.31 .013 .00 .00 PIPE I I I I 1113.600 1647.770 3.355 1651.125 219.10 15.64 3.80 1654.92 .79 4.20 4.70 5.000 .000 .00 0 .0 - - - - - - -I- - - -I- - - - - - - -I - - - - -I- I 15.200 .0118 .0113 .17 4.15 1.60 3.30 .013 .00 .00 PIPE I I I I 1128.800 1647.950 3.360 1651.310 219.10 15.61 3.79 1655.10 .00 4.20 4.69 5.000 .000 .00 0 .0 - - - - - - -I- - - -I- - - - - - - -I - - - - - I- I 75.760 .0120 .0110 .84 3.36 1.59 3.28 .013 .00 .00 PIPE I I I I 1204.560 1648.860 3.410 1652.271 219.10 15.36 3.66 1655.93 .00 4.20 4.66 5.000 .000 .00 0 .0 L.,41, -r - - - - - - -I- - - -I- - - - - - - -I- - - - - -I- I- JUNCT STR .0872 .0110 .07 3.41 1.55 .013 .00 .00 PIPE i I I I I 1211.210 1649.440 3.564 1653.004 200.40 14.83 3.42 1656.42 .00 4.04 3.65 4.500 .000 .00 0 .0 - - -- -- -I- -- -I- -- -- -- -I -- -- -I- 1- 29.190 .0120 .0110 .32 3.56 1.36 3.44 .013 .00 .00 PIPE I I I I 1240.400 1649.790 3.601 1653.391 200.40 14.69 3.35 1656.74 .00 4.04 3.60 4.500 .000 .00 0 .0 - - - - - - -I- - - -I- - - - - - - -I - - - - -I- 1 4.916 .0121 .0108 .05 3.60 1.33 3.42 .013 .00 .00 PIPE WA ! 1 Ilrl 1r 1 1E1 11E11 - 1 Ir. ....1 1 - ,1 1E 1 Via " - i 1E1 1 1 '" l FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw ******************************************************************************************* ** * * * ** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth I Water I Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) I Elev I (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip - - -- -I- -I- -- -I- -- -- -- -I- -- -- -- - L /Elem Ch Slope I I SF Ave HF SE Dpth Froude N1Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * * *I * * * * * * * * *I * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I I 1245.316 1649.849 3.609 1653.458 200.40 14.66 3.34 1656.79 .00 4.04 3.59 4.500 .000 .00 0 .0 - - - - -I- - I- - - -I- - - - - - - -I- - - - - - - - 62.094 .0121 .0103 .64 3.61 1.32 3.42 .013 .00 .00 PIPE I I I 1307.410 1650.599 3.804 1654.403 200.40 13.97 3.03 1657.44 .00 4.04 3.25 4.500 .000 .00 0 .0 - - -- -I- -I- -- -I- -- -- -- -I- -- -- -- - 16.610 .0121 .0095 .16 3.80 1.17 3.42 .013 .00 .00 PIPE I I I 1324.020 1650.800 4.038 1654.838 200.40 13.32 2.76 1657.59 .00 4.04 2.73 4.500 .000 .00 0 .0 64611 - - - - - I - -I- - - -I- - - - - - - -I n JUNCT STR .0120 .0118 .03 4.04 1.00 .015 .00 .00 PIPE I I 1 1326.520 1650.830 5.118 1655.948 181.30 11.40 2.02 1657.97 .00 3.90 .00 4.500 .000 .00 0 .0 - - -- -I- -I- -- -I- -- -- -- -I- -- -- -- - 84.600 .0119 .0085 .72 5.12 .00 3.17 .013 .00 .00 PIPE I I I 1411.120 1651.840 4.827 1656.667 181.30 11.40 2.02 1658.69 .00 3.90 .00 4.500 .000 .00 0 .0 - - -- -I- -I- -- -I- -- -- -- - I- -- -- -- - JUNCTeTR .0100 .0113 .02 4.83 .00 .015 .00 .00 PIPE (,.+Q I I I 413.120 1651.860 4.830 1656.690 181.30 11.40 2.02 1658.71 .00 3.90 .00 4.500 .000 .00 0 .0 - - - - - I - -I- - -I- - - I- - - - - - - - 94.942 .0120 .0084 .80 4.83 .00 3.17 .013 .00 .00 PIPE I I I 1508.062 1652.997 4.500 1657.497 181.30 11.40 2.02 1659.51 .00 3.90 .00 4.500 .000 .00 0 .0 - - - - -I- -I- - - -I- - - - - - - -I- - - - - - - - .777 .0120 .0084 .01 4.50 .00 3.17 .013 .00 .00 PIPE I I I 1508.839 1653.006 4.500 1657.506 181.30 11.40 2.02 1659.52 .00 3.90 .00 4.500 .000 .00 0 .0 - - -- -I- -I- -- -I -- -- -- -I- -- -- -- - HYDRAULIC JUMP I I I 1508.839 1653.006 3.309 1656.316 181.30 14.46 3.25 1659.56 .00 3.90 3.97 4.500 .000 .00 0 .0 - - - - - - - - - - - - - - - - - - - - - - - 22.563 .0120 .0106 .24 3.31 1.43 3.17 .013 .00 .00 PIPE _ Irl 114r1 11E71 11E1 FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 ON 126 -2007 wli eR.wsw I Invert Depth I Water Q Vel Vel I Energy Super CriticallFlow ToplHeight /IBase Wt INo Wth Station I Elev (FT) I Elev (CFS) (FPS) Head I Grd.E1. Elev Depth I Width IDia. -FTIor I.D. ZL IPrs /Pip - I - - - - - - - - - - - - - - - - - - - I L /Elem ICh Slope I SF Avel HF SE Dpth Froude NINorm Dp I "N" I X -Fall ZR Type Ch * * * * * * * * *I * * * * * * * ** * * * * * * * *I * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * * *I * * * * * * * ** * * * * * ** ** * * * * * *1 * * * * * * * *1 * * * * * * *I * * * * * ** * * * ** I * * * * * ** I I I I I I I 1531.402 1653.276 3.331 1656.607 181.30 14.36 3.20 1659.81 .00 3.90 3.95 4.500 .000 .00 0 .0 - I- - - -I- - - - - -I- -I- - - - - -I- -I- -I- - - I 66.268 .0120 .0100 .66 3.33 1.41 3.17 .013 .00 .00 PIPE 1 I I I I I I 1597.670 1654.070 3.492 1657.562 181.30 13.69 2.91 1660.47 .00 3.90 3.75 4.500 .000 .00 0 .0 - I- - - -I- - - - - -I- - I- - - - - -I- -I- -I- - - I 4.660 .0107 .0127 .06 3.49 1.28 3.81 .015 .00 .00 PIPE 1 I I I I I 1 1602.330 1654.120 3.478 1657.598 181.30 13.75 2.93 1660.53 .00 3.90 3.77 4.500 .000 .00 0 .0 - I- - - -I- - - - - -I- -I- - - - - -I- - I- -I- - - I 140.320 .0095 .0096 1.34 3.48 1.30 3.48 .013 .00 .00 PIPE I I I I I I I 1742.650 1655.460 3.475 1658.934 181.30 13.76 2.94 1661.87 .25 3.90 3.78 4.500 .000 .00 0 .0 - I- - - -I- - - - - -I- -I- - - - - -I- -I- -I- - - I 65.800 .0096 .0096 .63 3.72 1.30 3.47 .013 .00 .00 PIPE I I I 1 I I I 1808.450 1656.090 3.475 1659.564 181.30 13.76 2.94 1662.50 .25 3.90 3.78 4.500 .000 .00 0 .0 - I- - - -I- - - - - -I- -I- - - - - -I- -I- -I- - - I 65.800 .0096 .0096 .63 3.72 1.30 3.47 .013 .00 .00 PIPE I I I I I I I 1874.250 1656.720 3.475 1660.195 181.30 13.76 2.94 1663.13 .00 3.90 3.77 4.500 .000 .00 0 .0 - I- - - - I- - - - - -I- -I- - - - - - I- -I- -I- - - I 73.000 .0097 .0095 .69 3.48 1.30 3.45 .013 .00 .00 PIPE 1 I I I I I I 1947.250 1657.430 3.500 1660.931 181.30 13.66 2.90 1663.83 .00 3.90 3.74 4.500 .000 .00 0 .0 -I- - - -I- - - - - -I- -I- - - - - -I- -I -I- - - I 5.500 .0091 .0127 .07 3.50 1.28 4.50 .015 .00 .00 PIPE I I I I I I I 1952.750 1657.480 3.470 1660.950 181.30 13.78 2.95 1663.90 .00 3.90 3.78 4.500 .000 .00 0 .0 -I- - - - I- - - - - -I- -I- - - - - - I- -I - I- - - I 162.510 .0096 .0096 1.56 3.47 1.30 3.47 .013 .00 .00 PIPE I I 1 I I I I 2115.260 1659.040 3.471 1662.511 181.30 13.77 2.95 1665.46 .00 3.90 3.78 4.500 .000 .00 0 .0 I- - - - I - - - - 1 - -I - -1- I -I- - - I- �� UNCT STR .0750 .0135 .10 3.47 1.30 .015 .00 .00 PIPE WI'' MI :1 "1 .l I 1171 Ilrl FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 0100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I 2122.860 1659.610 3.658 1663.268 158.70 13.17 2.69 1665.96 .00 3.66 2.24 4.000 .000 .00 0 .0 38.280 .0116 .0149 .57 3.66 1.00 4.00 .015 .00 .00 PIPE I 2161.140 1660.055 4.000 1664.055 158.70 12.63 2.48 1666.53 .00 3.66 .00 4.000 .000 .00 0 .0 151.010 .0116 .0159 2.40 4.00 .00 4.00 .015 .00 .00 PIPE I 2312.150 1661.810 4.699 1666.509 158.70 12.63 2.48 1668.99 .00 3.66 .00 4.000 .000 .00 0 .0 15.700 .0115 .0122 .19 .00 .00 3.41 .013 .00 .00 PIPE I 2327.850 1661.990 4.944 1666.934 158.70 12.63 2.48 1669.41 .00 3.66 .00 4.000 .000 .00 0 .0 Li ktE . -- -- -- -- -- -1- -- -- -- -I- -- -- -- - if J' STR .0207 .0138 .11 .00 .00 .015 .00 .00 PIPE I 2335.590 1662.150 6.079 1668.229 132.70 10.56 1.73 1669.96 .00 3.44 .00 4.000 .000 .00 0 .0 11.900 .0210 .0085 .10 .00 .00 2.32 .013 .00 .00 PIPE I 2347.490 1662.400 6.072 1668.472 132.70 10.56 1.73 1670.20 .00 3.44 .00 4.000 .000 .00 0 .0 13.570 .0206 .0085 .12 6.07 .00 2.33 .013 .00 .00 PIPE I 2361.060 1662.680 5.908 1668.588 132.70 10.56 1.73 1670.32 .00 3.44 .00 4.000 .000 .00 0 .0 17.730 .0209 .0085 .15 .00 .00 2.32 .013 .00 .00 PIPE I 2378.790 1663.050 5.935 1668.985 132.70 10.56 1.73 1670.72 .00 3.44 .00 4.000 .000 .00 0 .0 98.237 .0208 .0085 .84 5.93 .00 2.33 .013 .00 .00 PIPE I 2477.027 1665.093 4.730 1669.823 132.70 10.56 1.73 1671.55 .00 3.44 .00 4.000 .000 .00 0 .0 HYDRAULIC JUMP WI WI IFI VA 1 WI I - 1 I`1 ui r- l twi =i FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw ********************+*********************************************************+********+*** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert I Depth Water Q Vel Vel Energy Super Critical Flow Top Height/ Base Wt1 No Wth Station Elev I (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth Width Dia. -FT or I.D.I ZL Prs /Pip -- -I- -- -- -- -I- -- -- -- -- -- -- - - L /Elem Ch Slope 1 SF Ave HF SE Dpth Froude N Norm Dp "N" X -FallI ZR Type Ch * * * * * * * ** * * * * * * * * *I * * * + * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * ** * * * * * ** * * * * * * *1 * * * ** * * * * * ** I I 2477.027 1665.093 2.390 1667.484 132.70 16.94 4.45 1671.94 .00 3.44 3.92 4.000 .000 .00 0 .0 50.188 .0208 .0189 .95 2.39 2.11 2.33 .013 .00 .00 PIPE I I 2527.216 1666.137 2.414 1668.551 132.70 16.74 4.35 1672.90 .00 3.44 3.91 4.000 .000 .00 0 .0 90.064 .0208 .0175 1.58 2.41 2.07 2.33 .013 .00 .00 PIPE I I 2617.280 1668.010 2.514 1670.524 132.70 15.96 3.95 1674.48 .00 3.44 3.87 4.000 .000 .00 0 .0 Li►�l E - - - - - - - - - - - - - - - - - - - - -1- - trio JUNCT STR .0119 .0244 .14 2.51 1.92 .015 .00 .00 PIPE 1 I 2623.150 1668.080 2.287 1670.367 127.40 17.16 4.57 1674.94 .00 3.38 3.96 4.000 .000 .00 0 .0 30.030 .0120 .0213 .64 2.29 2.21 2.73 .013 .00 .00 PIPE 1 I 2653.180 1668.440 2.220 1670.660 127.40 17.79 4.92 1675.58 .87 3.38 3.98 4.000 .000 .00 0 .0 24.760 .0121 .0233 .58 3.09 2.34 2.72 .013 .00 .00 PIPE 1 I 2677.940 1668.740 2.161 1670.901 127.40 18.40 5.25 1676.16 .93 3.38 3.99 4.000 .000 .00 0 .0 -- -I- -- -- -- -I- -- -- -- -- -- -- -I- - 24.750 .0117 .0256 .63 3.09 2.46 2.75 .013 .00 .00 PIPE I I 2702.690 1669.030 2.097 1671.127 127.40 19.10 5.66 1676.79 .00 3.38 4.00 4.000 .000 .00 0 .0 LA -- -1- -- -- -- -1- -- -- -- -- -- -- - I- - I A7 N CT STR .0100 .0385 .08 2.10 2.60 .015 .00 .00 PIPE 2704.690 1669.050 1.971 1671.021 123.20 19.98 6.20 1677.22 .00 3.34 4.00 4.000 .000 .00 0 .0 10.310 .0126 .0317 .33 1.97 2.84 2.62 .013 .00 .00 PIPE I I 2715.000 1669.180 1.943 1671.123 123.20 20.34 6.43 1677.55 .00 3.34 4.00 4.000 .000 .00 0 .0 86.778 .0360 .0307 2.67 1.94 2.91 1.89 .013 .00 .00 PIPE FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw Invert Depth Water Q Vel Vel Energy Super ICriticallFlow Top Height/ Base Wtl INo Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev I Depth 1 Width Dia. -FT or I.D.I ZL IPrs /Pip - - - - - - - - - - -I- - - - - -I- -I- - - - - -I- -I L /Elem Ch Slope SF Ave HF SE DpthlFroude N1Norm Dp "N" X -FallI ZR IType Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * * *I * * * ** I * * * * * ** I I I I 2801.778 1672.305 2.009 1674.314 123.20 19.50 5.90 1680.22 .00 3.34 4.00 4.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -I- -I- -- -- -I 1 52.469 .0360 .0273 1.43 2.01 2.73 1.89 .013 .00 .00 PIPE I I I I 2854.247 1674.195 2.086 1676.281 123.20 18.59 5.37 1681.65 .00 3.34 4.00 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I- -I- - - - - -I- I 33.932 .0360 .0240 .82 2.09 2.54 1.89 .013 .00 .00 PIPE I I I I 2888.178 1675.417 2.167 1677.584 123.20 17.72 4.88 1682.46 .00 3.34 3.99 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I- -I- - - - - -I- I 24.189 .0360 .0212 .51 2.17 2.37 1.89 .013 .00 .00 PIPE I I I I 2912.367 1676.288 2.252 1678.540 123.20 16.90 4.43 1682.97 .00 3.34 3.97 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I- -I- - - - - -I- I 18.105 .0360 .0187 .34 2.25 2.20 1.89 .013 .00 .00 PIPE I I I I 2930.473 1676.940 2.342 1679.282 123.20 16.11 4.03 1683.31 .00 3.34 3.94 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I -I- - - - - -I- I 13.950 .0360 .0166 .23 2.34 2.04 1.89 .013 .00 .00 PIPE I I I I 2944.423 1677.443 2.437 1679.880 123.20 15.36 3.66 1683.54 .00 3.34 3.90 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I- -I- - - - - -I- I 10.872 .0360 .0147 .16 2.44 1.89 1.89 .013 .00 .00 PIPE I I I I 2955.295 1677.834 2.538 1680.372 123.20 14.65 3.33 1683.70 .00 3.34 3.85 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I- -I- - - - - -I- I 8.513 .0360 .0130 .11 2.54 1.75 1.89 .013 .00 .00 PIPE I I I I 2963.808 1678.141 2.645 1680.786 123.20 13.97 3.03 1683.81 .00 3.34 3.79 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I -I- - - - - -I- 1- 6.557 .0360 .0116 .08 2.65 1.61 1.89 .013 .00 .00 PIPE I I I I 2970.365 1678.377 2.760 1681.137 123.20 13.32 2.75 1683.89 .00 3.34 3.70 4.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - -I- -I- - - - - -I- 1- 4.913 .0360 .0103 .05 2.76 1.48 1.89 .013 .00 .00 PIPE FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 8 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw ** *** ************************************************************************************** * * * * * * * * * * * * * * * ** * * * * ** * * * * ** ** * * * * * * ** Invert Depth Water Q I Vel Vel Energy I Super ICriticallFlow Top Height/ Base Wt1 No Wth Station Elev (FT) Elev (CFS) I (FPS) Head Grd.E1.1 Elev I Depth I Width Dia. -FT or I.D.I ZL Prs /Pip - - - - - - - - -I- -I- - - -I- -I- -I- - - - - - - L /Elem Ch Slope I SF Ave HF ISE DpthlFroude NINorm Dp "N" X -FallI ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * * *I * * * * * * *I * * * * * ** **** * * * * *I * * * * * * *I * * * * * * * *I * * * * * * ** * * * * * ** * * * * * * *1 * * * ** * * * * * ** I I I I I 2975.278 1678.554 2.884 1681.438 123.20 12.70 2.50 1683.94 .00 3.34 3.59 4.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - -I- -I- -I- - - - - -I- - 3.454 .0360 .0092 .03 2.88 1.36 1.89 .013 .00 .00 PIPE I I I I I 2978.732 1678.678 3.019 1681.697 123.20 12.11 2.28 1683.97 .00 3.34 3.44 4.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - -I- -I- -I- - - - - -I- - 2.123 .0360 .0083 .02 3.02 1.24 1.89 .013 .00 .00 PIPE I 1 I I I 2980.855 1678.755 3.167 1681.922 123.20 11.54 2.07 1683.99 .00 3.34 3.25 4.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - -I- -I- -I- - - - - -I- - .705 .0360 .0075 .01 3.17 1.12 1.89 .013 .00 .00 PIPE I I I I I `` -- 2981.560 1678.780 3.336 1682.116 123.20 11.00 1.88 1684.00 .00 3.34 2.98 4.000 .000 .00 0 .0 L44: 981.560 - - - - - - - - -I- -I- - - -I- -I- -1- - - - - -1- - JUNCT STR .0102 .0088 .05 3.58 1.00 .015 .00 .00 PIPE I I I 1 I 1. 4?87.430 1678.840 3.942 1682.782 118.20 9.43 1.38 1684.16 4.00 3.28 .96 4.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - -I- -1- -I- - - - - -I- - 9.234 .0100 .0061 .06 4.00 .46 2.77 .013 .00 .00 PIPE I I 1 I I 2996.664 1678.932 3.893 1682.825 118.20 9.48 1.39 1684.22 .08 3.28 1.29 4.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - -I- -I- -I- - - - - - I - HYDRAULIC JUMP I I 1 I 1 2996.664 1678.932 2.722 1681.654 118.20 12.98 2.61 1684.27 .43 3.28 3.73 4.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - -I- -1- - I- - - - - - I - 36.956 .0100 .0105 .39 3.16 1.46 2.77 .013 .00 .00 PIPE I I I I I 3033.620 1679.300 2.699 1681.999 118.20 13.10 2.67 1684.66 .00 3.28 3.75 4.000 .000 .00 0 .0 - - I - I - - I I - I - - - I J CT STR .0099 .0144 .03 3.19 1.49 .015 .00 .00 PIPE I I I I I 035.620 1679.320 2.656 1681.976 117.70 13.28 2.74 1684.72 .46 3.27 3.78 4.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - -I- -I- -I- - - - - -I- - 17.330 .0104 .0111 .19 3.12 1.53 2.72 .013 .00 .00 PIPE 1 11E1 11E1 1U1 11E1 1111 1 1 1 L - 1 1r 1 ! 111TI -1 l 11E1 FILE: eR.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 9 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw invert Depth I Water Q Vel Vel I Energy Super (Critical Flow Top Height/ Base Wt INo Wth Station Elev (FT) I Elev (CFS) (FPS) Head I Grd.E1. Elev I Depth Width Dia. -FT or I.D. 7.L IPrs /Pip - - -- -I- -- -- -I- -I- -- -I- -- -- -- -- - I L /Elem Ch Slope I SF Ave' HF SE DpthlFroude N Norm Dp "N" X -Fall ZR (Type Ch * * * * * * * ** + * * * * * * ** * * * * * * * *I * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * * *I * * * * * * * ** * * * * * * *I * + * * * * ** * * * * * * ** * + * * * ** * * * * * ** * * * *+ I * * * * * ** I I I I 3052.950 1679.500 2.647 1682.147 117.70 13.34 2.76 1684.91 .00 3.27 3.79 4.000 .000 .00 0 .0 i - I - - - - - -I- -I- - - -I - - - - - - - - I- JUNCT STR .0133 .0149 .02 2.65 1.54 .015 .00 .00 PIPE I I I I (6 3054.450 1679.520 2.645 1682.165 117.70 13.35 2.77 1684.93 .00 3.27 3.79 4.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - -I- - - - - - - - - I 85.691 .0100 .0119 1.02 2.64 1.54 2.76 .013 .00 .00 PIPE I I I I 3140.141 1680.374 2.541 1682.915 117.70 13.98 3.03 1685.95 .00 3.27 3.85 4.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - -I- - - - - - - - - I- 59.859 .0100 .0133 .80 2.54 1.67 2.76 .013 .00 .00 PIPE I I I I 3200.000 1680.970 2.440 1683.410 117.70 14.66 3.34 1686.75 .00 3.27 3.90 4.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - -I- - - - - - - - - I- 17.632 .0201 .0137 .24 2.44 1.80 2.18 .013 .00 .00 PIPE I I I I 3217.632 1681.324 2.493 1683.817 117.70 14.29 3.17 1686.99 .00 3.27 3.88 4.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - -I- - - - - - - - - I 24.208 .0201 .0125 .30 2.49 1.73 2.18 .013 .00 .00 PIPE I I I I 3241.840 1681.810 2.598 1684.408 117.70 13.62 2.88 1687.29 .49 3.27 3.82 4.000 .000 .00 0 .0 -I- - - I - -I- -I- - - - - - - - - I 6.608 .0199 .0115 .08 3.09 1.60 2.19 .013 .00 .00 PIPE I I I I 3248.448 1681.942 2.635 1684.577 117.70 13.40 2.79 1687.37 .47 3.27 3.79 4.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - -I- - - - - - - - - I 15.107 .0199 .0107 .16 3.11 1.55 2.19 .013 .00 .00 PIPE I I I I 3263.556 1682.242 2.749 1684.992 117.70 12.78 2.54 1687.53 .42 3.27 3.71 4.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - -I- - - - - - - - - 1- 10.338 .0199 .0095 .10 3.17 1.43 2.19 .013 .00 .00 PIPE I I I I 3273.894 1682.448 2.872 1685.320 117.70 12.18 2.31 1687.63 .37 3.27 3.60 4.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - -I- - - - - - - - - 1- 6.616 .0199 .0085 .06 3.24 1.31 2.19 .013 .00 .00 PIPE I 1 VA Uri IlL, 1 Itti Li C 1 I' i u -1 U Ir-1 ,S : 1 IIK1 WII NA 11U1 :. r: ��� FILE: eR.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 10 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 1:41:57 SD -LINE E THROUGH 16873, -4, -5 Q100 FROM KNOX TO TRACT 16876 JN 126 -2007 wli eR.wsw ********************* * ** * * * * * * * * * * * ** * * * * * * * * * * * **** *************************************** * * * * *a * ** * * * * * * * * * * *** * * * * * * * *• * *** * *** 1 Invert 1 Depth 1 Water I Q I Vel Vel Energy Super (Critical Flow Top Height/ Base Wt No Wth Station I Kiev I (FT) 1 Kiev 1 (CFS) I (FPS) Head Grd.E1. Kiev 1 Depth Width Dia. -FT or I.D. ZL Prs /Pip -I - I- -I- -I- -I- -I- - - - - -I- - - - - - - - - - L/Elem ICh Slope 1 I I 1 SF Ave HF SE DpthlFroude N Norm Dp "N" X -Fall ZR Type Ch ********* I********* 1******** 1**** * * * * *1 * * * * * * * * *1 * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * ** * * * * * * ** * * * * * ** * ** * * ** * * * ** * * * * * ** 1 I 1 1 1 1 3280.510 1682.580 3.006 1685.586 117.70 11.62 2.10 1687.68 .00 3.27 3.46 4.000 .000 .00 0 .0 - 1 - - 1 - - I - - I - - I - - I - - - - - - 1 " JUNCT STR .0200 .0125 .02 3.33 1.20 .015 .00 .00 PIPE I I I i I I 1 3282.010 1682.610 2.613 1685.223 113.30 13.03 2.64 1687.86 .45 3.21 3.81 4.000 .000 .00 0 .0 - I - 1- -I - I- - I- - I- - - - - -I- - - - - - - - - - 8.044 .0200 .0104 .08 3.06 1.52 2.14 .013 .00 .00 PIPE I I 1 1 1 I 3290.054 1682.771 2.677 1685.448 113.30 12.67 2.49 1687.94 .42 3.21 3.76 4.000 .000 .00 0 .0 -1- - I- -I - I- - I- -I- - - - - -I- - - - - - - - - - 10.326 .0200 .0095 .10 3.09 1.45 2.14 .013 .00 .00 PIPE I I 1 I 1 I 3300.381 1682.977 2.795 1685.772 113.30 12.08 2.27 1688.04 .37 3.21 3.67 4.000 .000 .00 0 .0 - I- - I- -I- - I- - I- - I- - - - - -I- - - - - - - - - - 6.936 .0200 .0084 .06 3.16 1.33 2.14 .013 .00 .00 PIPE I I 1 1 I I 3307.316 1683.116 2.921 1686.037 113.30 11.52 2.06 1688.10 .33 3.21 3.55 4.000 .000 .00 0 .0 - 1 - I- -I- -I- - I- -I- - - - - -1- - - - - - - - - - 3.970 .0200 .0076 .03 3.25 1.22 2.14 .013 .00 .00 PIPE I I 1 I I I 3311.286 1683.195 3.059 1686.254 113.30 10.98 1.87 1688.13 .28 3.21 3.39 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- - - - - -I- - - - - - - - - - 1.244 .0200 .0068 .01 3.34 1.11 2.14 .013 .00 .00 PIPE 1 I I 1 I I 3312.530 1683.220 3.214 1686.434 113.30 10.47 1.70 1688.14 .24 3.21 3.18 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- - - - - -I- - - - - - - - - FILE: eR.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 7 -2005 Time: 1:41:48 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LINE E THROUGH 16,873, -4, -5 HEADING LINE NO 2 IS - Q100 FROM KNOX TO TRACT 16876 HEADING LINE NO 3 IS - JN 126 -2007 wli eR.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 938.520 1645.180 1 1648.700 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 946.520 1645.340 1 .013 45.000 10.186 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 956.810 1645.550 1 .013 .000 .000 .000 0 * ELEMENT NO 4 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 958.810 1645.590 1 6 0 .015 1.000 .000 1647.340 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 981.720 1646.040 1 .013 .000 .000 .000 0 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1000.000 1646.410 1 .013 22.500 46.550 .000 0 ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1004.540 1646.460 1 .013 357.801 .727 .000 0 ELEMENT NO 8 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1006.540 1646.490 1 6 0 .015 .001 .000 1648.600 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 9 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1025.040 1646.710 1 .013 357.979 2.961 .000 0 ELEMENT NO 10 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1036.010 1646.840 1 .013 45.001 13.967 .000 0 • W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1049.120 1647.000 1 .013 .000 .000 .000 0 ELEMENT NO 12 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1065.130 1647.190 1 .013 44.999 - 20.385 .000 0 ELEMENT NO 13 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1101.680 1647.630 1 .013 365.028 -5.737 .000 0 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1113.600 1647.770 1 .013 45.000 15.177 .000 0 ELEMENT NO 15 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1128.800 1647.950 1 .013 45.001 - 19.353 .000 0 ELEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1204.560 1648.860 1 .013 .000 .000 .000 0 ELEMENT NO 17 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1211.210 1649.440 2 6 0 .013 18.700 .000 1650.380 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1240.400 1649.790 2 .013 .000 .000 .000 0 ELEMENT NO 19 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1324.020 1650.800 2 .013 .000 .000 .000 0 ELEMENT NO 20 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1326.520 1650.830 2 7 0 .015 19.100 .000 1652.040 .000 30.000 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1411.120 1651.840 2 .013 .000 .000 .000 0 * ELEMENT NO 22 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1413.120 1651.860 2 6 0 .015 .001 .000 1653.280 .000 45.000 .000 RADIUS ANGLE .000 .000 * ELEMENT NO 23 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1597.670 1654.070 2 .013 .000 .000 .000 0 * ELEMENT NO 24 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1602.330 1654.120 2 .015 .000 .000 .000 1 ELEMENT NO 25 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1742.650 1655.460 2 .013 .000 .000 .000 0 * ELEMENT NO 26 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1111 al 1153 11E1 1111 1F 1E71 ir- 1E1 , . 111E1 1111 . 1808.450 1656.090 2 .013 89.999 41.890 .000 0 ELEMENT NO 27 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1874.250 1656.720 2 .013 89.999 - 41.890 .000 0 ELEMENT NO 28 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1947.250 1657.430 2 .013 .000 .000 .000 0 ELEMENT NO 29 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1952.750 1657.480 2 .015 .000 .000 .000 1 ELEMENT NO 30 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2115.260 1659.040 2 .013 .000 .000 .000 0 ELEMENT NO 31 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2122.860 1659.610 3 6 0 .015 22.600 .000 1660.290 .000 30.000 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2312.150 1661.810 3 .015 .000 .000 .000 0 ELEMENT NO 33 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2327.850 1661.990 3 .013 45.000 - 19.990 .000 0 ELEMENT NO 34 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2335.590 1662.150 3 7 0 .015 26.000 .000 1662.740 .000 27.300 .000 RADIUS ANGLE .000 .000 ELEMENT NO 35 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2347.490 1662.400 3 .013 45.001 - 15.151 .000 0 ELEMENT NO 36 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2361.060 1662.680 3 .013 .000 .000 .000 0 ELEMENT NO 37 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2378.790 1663.050 3 .013 22.500 - 45.149 .000 0 ELEMENT NO 38 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2617.280 1668.010 3 .013 .000 .000 .000 0 ELEMENT NO 39 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2623.150 1668.080 3 6 0 .015 5.300 .000 1669.000 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 40 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2653.180 1668.440 3 .013 .000 .000 .000 0 ELEMENT NO 41 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2677.940 1668.740 3 .013 45.001 31.525 .000 0 W S P G W PAGE NO 6 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 42 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2702.690 1669.030 3 .013 45.000 - 31.513 .000 0 ELEMENT NO 43 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2704.690 1669.050 3 6 0 .015 4.200 .000 1670.030 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 44 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2715.000 1669.180 3 .013 .000 .000 .000 0 ELEMENT NO 45 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2981.560 1678.780 3 .013 .000 .000 .000 0 ELEMENT NO 46 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2987.430 1678.840 3 6 0 .015 5.000 .000 1679.780 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 47 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3033.620 1679.300 3 .013 45.000 58.811 .000 0 ELEMENT NO 48 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3035.620 1679.320 3 6 0 .015 .500 .000 1680.310 .000 68.300 .000 RADIUS ANGLE .000 .000 ELEMENT NO 49 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3052.950 1679.500 3 .013 45.000 22.065 .000 0 W S P G W PAGE NO 7 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 50 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3054.450 1679.520 3 8 0 .015 .001 .000 1680.750 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 51 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3200.000 1680.970 3 .013 .000 .000 .000 0 ELEMENT NO 52 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3241.840 1681.810 3 .013 .000 .000 .000 0 ELEMENT NO 53 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3280.510 1682.580 3 .013 45.000 - 49.236 .000 0 ELEMENT NO 54 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3282.010 1682.610 3 8 0 .015 4.400 .000 1683.840 .000 49.900 .000 RADIUS ANGLE .000 .000 ELEMENT NO 55 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3312.530 1683.220 3 .013 45.000 - 38.859 .000 0 ELEMENT NO 56 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 3312.530 1683.220 3 1690.000 T1 SD -LINE E THROUGH 16873, -4, -5 T2 Q100 FROM KNOX TO TRACT 16876 T3 JN 126 -2007 wli eR.wsw SO 938.5201645.180 1 1648.7 R 946.5201645.340 1 .013 10.186 .000 0 R 956.8101645.550 1 .013 .000 .000 0 JX 958.8101645.590 1 6 .015 1.000 1647.340 45.0 .000 R 981.7201646.040 1 .013 .000 .000 0 R 1000.0001646.410 1 .013 46.550 .000 0 R 1004.5401646.460 1 .013 .727 .000 0 JX 1006.5401646.490 1 6 .015 0.001 1648.6 45.0 .000 R 1025.0401646.710 1 .013 2.961 .000 0 R 1036.0101646.840 1 .013 13.967 .000 0 R 1049.1201647.000 1 .013 .000 .000 0 R 1065.1301647.190 1 .013 - 20.385 .000 0 R 1101.6801647.630 1 .013 -5.737 .000 0 R 1113.6001647.770 1 .013 15.177 .000 0 R 1128.8001647.950 1 .013 - 19.353 .000 0 R 1204.5601648.860 1 .013 .000 .000 0 JX 1211.2101649.440 2 6 .013 18.7 1650.38 30.0 .000 R 1240.4001649.790 2 .013 .000 .000 0 R 1324.0201650.800 2 .013 .000 .000 0 JX 1326.5201650.830 2 7 .015 19.1 1652.04 30.0 .000 R 1411.1201651.840 2 .013 .000 .000 0 JX 1413.1201651.860 2 6 .015 0.001 1653.28 45.0 .000 R 1597.6701654.070 2 .013 .000 .000 0 R 1602.3301654.120 2 .015 .000 .000 1 R 1742.6501655.460 2 .013 .000 .000 0 R 1808.4501656.090 2 .013 41.890 .000 0 R 1874.2501656.720 2 .013 - 41.890 .000 0 R 1947.2501657.430 2 .013 .000 .000 0 R 1952.7501657.480 2 .015 .000 .000 1 R 2115.2601659.040 2 .013 .000 .000 0 JX 2122.8601659.610 3 6 .015 22.6 1660.29 30.0 .000 R 2312.1501661.810 3 .015 .000 .000 0 R 2327.8501661.990 3 .013 - 19.990 .000 0 JX 2335.5901662.150 3 7 .015 26.0 1662.74 27.3 .000 R 2347.4901662.400 3 .013 - 15.151 .000 0 R 2361.0601662.680 3 .013 .000 .000 0 R 2378.7901663.050 3 .013 - 45.149 .000 0 R 2617.2801668.010 3 .013 .000 .000 0 JX 2623.1501668.080 3 6 .015 5.3 1669.0 45.0 .000 IPA IFF1 Ir-i mrEi 11E1 ILA 1r-1 or 11 or' ILA ELI ILA IrA t ori ILA ILA R 2653.1801668.440 3 .013 .000 .000 0 R 2677.9401668.740 3 .013 31.525 .000 0 R 2702.6901669.030 3 .013 - 31.513 .000 0 JX 2704.6901669.050 3 6 .015 4.2 1670.03 30.0 .000 R 2715.0001669.180 3 .013 .000 .000 0 R 2981.5601678.780 3 .013 .000 .000 0 JX 2987.4301678.840 3 6 .015 5.0 1679.78 45.0 .000 R 3033.6201679.300 3 .013 58.811 .000 0 JX 3035.6201679.320 3 6 .015 0.5 1680.31 68.3 .000 R 3052.9501679.500 3 .013 22.065 .000 0 JX 3054.4501679.520 3 8 .015 0.001 1680.75 45.0 .000 R 3200.0001680.970 3 .013 .000 .000 0 R 3241.8401681.810 3 .013 .000 .000 0 R 3280.5101682.580 3 .013 - 49.236 .000 0 JX 3282.0101682.610 3 8 .015 4.4 1683.84 49.9 .000 R 3312.5301683.220 3 .013 - 38.859 .000 0 SH 3312.5301683.220 3 1690.000 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 Q 113.300 .0 STORM DRAIN HYDRAULICS LATERALS lin 11r1 _ _ . 1/T1 1111 11111 11111 MI 1, FILE: 1C.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5:35:32 SD- LATERAL 1 Q100 FROM LINE E TO CB #1 JN 126 -2005 wli lc.wsw Invert I Depth Water Q Vel Vel Energy Super 'Critical Flow ToplHeight/ Base Wt No Wth Station Elev I (FT) Elev (CFS) (FPS) Head Grd.El. Elev I Depth Width IDia. -FT or I.D. ZL Prs /Pip - - -I- - - - - - - -I- - - - - -I- - - -I- - - - - - L/Elem Ch Slope I SF Ave HF SE DpthlFroude N Norm Dp I "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * * *1 * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * * *I * * * * * * ** * * * * * * * *I * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 1 1006.180 1647.700 1.100 1648.800 2.60 1.47 .03 1648.83 .00 .56 1.99 2.000 .000 .00 0 .0 - - -I- - - - I- - I- - -I- - - - - - .316 .1028 .0004 .00 1.10 .27 .26 .013 .00 .00 PIPE I I 1 1006.496 1647.732 1.058 1648.791 2.60 1.54 .04 1648.83 .00 .56 2.00 2.000 .000 .00 0 .0 - - -I- - - - - - - -I- - - - - -I- - - -I- - - - - - HYDRAULIC JUMP 1 1 1 1006.496 1647.732 .261 1647.993 2.60 10.79 1.81 1649.80 .00 .56 1.35 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -I- -- -I- -- -- - 3.284 .1028 .0997 .33 .26 4.50 .26 .013 .00 .00 PIPE 1 1 1 1009.780 1648.070 .261 1648.331 2.60 10.77 1.80 1650.13 .22 .56 1.35 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -I- -- -I- -- -- - 4.726 .1031 .0984 .47 .48 4.48 .26 .013 .00 .00 PIPE 1 1 1 1014.506 1648.557 .262 1648.819 2.60 10.69 1.78 1650.59 .21 .56 1.35 2.000 .000 .00 0 .0 - - -I- - - - - - - -I- - - - - -I- - - -I- - - - - - 12.934 .1031 .0913 1.18 .48 4.44 .26 .013 .00 .00 PIPE I 1 I 1027.440 1649.890 .271 1650.161 2.60 10.20 1.61 1651.78 .00 .56 1.37 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -I- -- -I- -- -- - 5.064 .1027 .0806 .41 .27 4.16 .26 .013 .00 .00 PIPE I 1 1 1032.504 1650.410 .278 1650.688 2.60 9.81 1.49 1652.18 .00 .56 1.38 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -1- -- -I- -- -- - 4.040 .1027 .0713 .29 .28 3.95 .26 .013 .00 .00 PIPE I I I 1036.544 1650.825 .287 1651.112 2.60 9.35 1.36 1652.47 .00 .56 1.40 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -I- -- -1- -- -- - 2.806 .1027 .0623 .17 .29 3.70 .26 .013 .00 .00 PIPE 1 1 1 1039.350 1651.113 .297 1651.410 2.60 8.92 1.23 1652.65 .00 .56 1.42 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- - I - -I- -- -- - 2.117 .1027 .0544 .12 .30 3.47 .26 .013 .00 .00 PIPE 6 / ' 11111 11111 111M1 11111 111N1 FILE: 1C.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5:35:32 SD- LATERAL 1 Q100 FROM LINE E TO CB #1 JN 126 -2005 wli lc.wsw Invert Depth Water Q Vel Vel Energy Super CriticallFlow ToplHeight/ Base Wt( No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width IDia. -FT or I.D.I ZL Prs /Pip - - -- -- -- -- -I- -- -- -- -I- -I- -- - - L /Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp I "N" X -Fall) ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * * *I * * * * * ** * * * * * * *I * * * ** * * * * * ** I I I 1041.467 1651.331 .307 1651.638 2.60 8.50 1.12 1652.76 .00 .56 1.44 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -I- - 1.667 .1027 .0475 .08 .31 3.25 .26 .013 .00 .00 PIPE I I I 1043.134 1651.502 .317 1651.819 2.60 8.11 1.02 1652.84 .00 .56 1.46 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -I- - 1.335 .1027 .0415 .06 .32 3.05 .26 .013 .00 .00 PIPE I I I 1044.469 1651.639 .328 1651.967 2.60 7.73 .93 1652.90 .00 .56 1.48 2.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - - - -I- -I- - - -I- - 1.103 .1027 .0362 .04 .33 2.86 .26 .013 .00 .00 PIPE I I I 1045.572 1651.752 .339 1652.091 2.60 7.37 .84 1652.93 .00 .56 1.50 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -I- - .924 .1027 .0316 .03 .34 2.68 .26 .013 .00 .00 PIPE I I I 1046.496 1651.847 .350 1652.197 2.60 7.03 .77 1652.96 .00 .56 1.52 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -I- - .769 .1027 .0276 .02 .35 2.51 .26 .013 .00 .00 PIPE I I I 1047.265 1651.926 .362 1652.288 2.60 6.70 .70 1652.99 .00 .56 1.54 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -I- - .654 .1027 .0241 .02 .36 2.35 .26 .013 .00 .00 PIPE I I I 1047.919 1651.993 .374 1652.367 2.60 6.39 .63 1653.00 .00 .56 1.56 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -I- - .547 .1027 .0211 .01 .37 2.20 .26 .013 .00 .00 PIPE I I I 1048.465 1652.049 .387 1652.437 2.60 6.09 .58 1653.01 .00 .56 1.58 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -I- - .467 .1027 .0184 .01 .39 2.07 .26 .013 .00 .00 PIPE I I I 1048.932 1652.097 .400 1652.498 2.60 5.81 .52 1653.02 .00 .56 1.60 2.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - - - -I- -I- - - -I- - .400 .1027 .0161 .01 .40 1.93 .26 .013 .00 .00 PIPE Ir I FILE: 1C.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5:35:32 SD- LATERAL 1 Q100 FROM LINE E TO CB #1 JN 126 -2005 wli lc.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth I Water Q Vel Vel I Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) I Elev (CFS) (FPS) Head 1 Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL IPrs /Pip - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - - L /Elem Ch Slope 1 SF Avel HF SE Dpth Froude N1Norm Dp "N" X -Fall ZR 'Type Ch 1 I I I 1049.332 1652.138 .413 1652.552 2.60 5.54 .48 1653.03 .00 .56 1.62 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - 1- .330 .1027 .0141 .00 .41 1.81 .26 .013 .00 .00 PIPE 1 I I I 1049.662 1652.172 .427 1652.599 2.60 5.28 .43 1653.03 .00 .56 1.64 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - 1- .269 .1027 .0123 .00 .43 1.70 .26 .013 .00 .00 PIPE I I I 1 1049.932 1652.200 .442 1652.642 2.60 5.03 .39 1653.04 .00 .56 1.66 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - 1- .226 .1027 .0107 .00 .44 1.59 .26 .013 .00 .00 PIPE I I I I 1050.158 1652.223 .457 1652.680 2.60 4.80 .36 1653.04 .00 .56 1.68 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - 1- .177 .1027 .0094 .00 .46 1.49 .26 .013 .00 .00 PIPE I I I I 1050.335 1652.241 .473 1652.715 2.60 4.58 .33 1653.04 .00 .56 1.70 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - 1- .144 .1027 .0082 .00 .47 1.40 .26 .013 .00 .00 PIPE I I 1 I 1050.478 1652.256 .489 1652.745 2.60 4.36 .30 1653.04 .00 .56 1.72 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - 1- .103 .1027 .0072 .00 .49 1.31 .26 .013 .00 .00 PIPE I I I I 1050.582 1652.267 .506 1652.773 2.60 4.16 .27 1653.04 .00 .56 1.74 2.000 .000 .00 0 .0 - - -- -I- -- -- -I- -I- -- -- -I- -- -- -- 1- .077 .1027 .0063 .00 .51 1.22 .26 .013 .00 .00 PIPE I I I I 1050.659 1652.275 .523 1652.798 2.60 3.97 .24 1653.04 .00 .56 1.76 2.000 .000 .00 0 .0 - - - - -I- - - - -I- -I- - - - - -1- - - - - - - 1- .043 .1027 .0055 .00 .52 1.14 .26 .013 .00 .00 PIPE 1 I I I 1050.702 1652.279 .541 1652.820 2.60 3.78 .22 1653.04 .00 .56 1.78 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- -I- - - - - -I- - - - - - - 1- .008 .1027 .0048 .00 .54 1.07 .26 .013 .00 .00 PIPE Iron i Irri 17 _ . FILE: 1C.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5:35:32 SD- LATERAL 1 Q100 FROM LINE E TO CB #1 JN 126 -2005 wli lc.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super Critical Flow ToplHeight/ Base Wtl No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth Width IDia. -FT or I.D.I ZL Prs /Pip - - -- -- -- -- -I- -- -- -- -- -I- -- - - L /Elem Ch Slope SF Ave HF SE Dpth Froude N Norm Dp I "N" X -Fall) ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * * *I * * * * * ** * * * * * * *I * * * ** * * * * * ** I I 1050.710 1652.280 .562 1652.842 2.60 3.60 .20 1653.04 .00 .56 1.80 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -- -I- -- -I- - WALL ENTRANCE I I I 1050.710 1652.280 .836 1653.115 2.60 .78 .01 1653.12 .00 .24 4.00 4.570 4.000 .00 0 .0 - I- -- -- -- -- -I- -- -- -- -- -I- -- -I- - FILE: 1C.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 7 -2005 Time: 5:35:24 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.570 4.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 1 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB #1 HEADING LINE NO 3 IS - JN 126 -2005 wli lc.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1006.180 1647.700 6 1648.800 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1009.780 1648.070 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1027.440 1649.890 6 .013 22.500 44.971 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1050.710 1652.280 6 .013 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1050.710 1652.280 9 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1050.710 1652.280 9 1656.850 I ori liki or r i or : . . '"` WA IEL1 Ti SD- LATERAL 1 T2 Q100 FROM LINE E TO CB #1 T3 JN 126 -2005 wli lc.wsw SO 1006.1801647.700 6 1648.8 R 1009.7801648.070 6 .013 .000 .000 0 R 1027.4401649.890 6 .013 44.971 .000 0 R 1050.7101652.280 6 .013 .000 .000 0 WE 1050.7101652.280 9 .500 .000 .000 0 SH 1050.7101652.280 9 1656.85 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.570 4.000 .000 .000 .00 Q 2.600 .0 °I U] t71 WI WI KA WI WI WI WI WI WI IV] FILE: 2b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5:51: 0 SD- LATERAL 2 Q100 FRO'1 LINE E TO CB #2 JN 126 -2005 wli 2b.wsw Invert Depth Water Q Vel Vel Energy Super CriticalIFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I 1006.050 1649.160 .195 1649.355 1.80 11.44 2.03 1651.39 .00 .46 1.19 2.000 .000 .00 0 .0 1.847 .1948 .1583 .29 .19 5.53 .19 .013 .00 .00 PIPE I 1007.897 1649.520 .197 1649.717 1.80 11.25 1.97 1651.68 .00 .46 1.19 2.000 .000 .00 0 .0 3.441 .1948 .1446 .50 .20 5.41 .19 .013 .00 .00 PIPE I 1011.339 1650.190 .203 1650.393 1.80 10.73 1.79 1652.18 .00 .46 1.21 2.000 .000 .00 0 .0 2.263 .1948 .1261 .29 .20 5.07 .19 .013 .00 .00 PIPE I 1013.602 1650.631 .210 1650.841 1.80 10.23 1.62 1652.47 .00 .46 1.23 2.000 .000 .00 0 .0 1.661 .1948 .1101 .18 .21 4.76 .19 .013 .00 .00 PIPE I 1015.263 1650.955 .217 1651.172 1.80 9.75 1.48 1652.65 .00 .46 1.24 2.000 .000 .00 0 .0 1.289 .1948 .0961 .12 .22 4.46 .19 .013 .00 .00 PIPE I 1016.552 1651.206 .224 1651.430 1.80 9.30 1.34 1652.77 .00 .46 1.26 2.000 .000 .00 0 .0 1.036 .1948 .0838 .09 .22 4.18 .19 .013 .00 .00 PIPE I 1017.588 1651.408 .231 1651.639 1.80 8.87 1.22 1652.86 .00 .46 1.28 2.000 .000 .00 0 .0 .846 .1948 .0731 .06 .23 3.92 .19 .013 .00 .00 PIPE I 1018.433 1651.572 .239 1651.812 1.80 8.45 1.11 1652.92 .00 .46 1.30 2.000 .000 .00 0 .0 .709 .1948 .0638 .05 .24 3.68 .19 .013 .00 .00 PIPE I 1019.142 1651.710 .247 1651.958 1.80 8.06 1.01 1652.97 .00 .46 1.32 2.000 .000 .00 0 .0 .602 .1948 .0557 .03 .25 3.45 .19 .013 .00 .00 PIPE e_4 z FILE: 2b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER. SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5:51: 0 SD- LATERAL 2 Q100 FROM LINE E TO CB #2 JN 126 -2005 wli 2b.wsw Invert Depth Water Q Vel Vel Energy Super ICriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev 1 Depth I Width Dia. -FT or I.D. ZL Prs!Pip - - -- -- -- -- -I- -- -- -I- -I- -- -- -- - L /Elem Ch Slope SF Ave HF SE DpthlFroude N {Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I 1019.744 1651.828 .255 1652.083 1.80 7.68 .92 1653.00 .00 .46 1.33 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -I- -I- -- -- -- - .509 .1948 .0486 .02 .26 3.23 .19 .013 .00 .00 PIPE 1 I 1020.253 1651.927 .264 1652.191 1.80 7.33 .83 1653.02 .00 .46 1.35 2.000 .000 .00 0 .0 .445 .1948 .0424 .02 .26 3.03 .19 .013 .00 .00 PIPE 1 1 1020.697 1652.013 .272 1652.286 1.80 6.99 .76 1653.04 .00 .46 1.37 2.000 .000 .00 0 .0 - - -- -- -- -- -1- -- -- -I- -1- -- -- -- - .373 .1948 .0370 .01 .27 2.84 .19 .013 .00 .00 PIPE I 1 1021.071 1652.086 .282 1652.368 1.80 6.66 .69 1653.06 .00 .46 1.39 2.000 .000 .00 0 .0 - - -- -- -- -- -1- -- -- -I- -1- -- -- -- _ .330 .1948 .0324 .01 .28 2.66 .19 .013 .00 .00 PIPE 1 1 1021.401 1652.151 .291 1652.442 1.80 6.35 .63 1653.07 .00 .46 1.41 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -I- -1- -- -- -- - .282 .1948 .0282 .01 .29 2.50 .19 .013 .00 .00 PIPE 1 1 1021.683 1652.205 .301 1652.507 1.80 6.06 .57 1653.08 .00 .46 1.43 2.000 .000 .00 0 .0 - -- -- -- -- -I- -- -- -1- -I- -- -- -- - .245 .1948 .0247 .01 .30 2.34 .19 .013 .00 .00 PIPE I 1 1021.928 1652.253 .311 1652.564 1.80 5.77 .52 1653.08 .00 .46 1.45 2.000 .000 .00 0 .0 - - -- -- -- -- -1- -- - -I- -I - - .214 .1948 .0215 .00 .31 2.19 .19 .013 .00 .00 PIPE I I 1022.142 1652.295 .321 1652.616 1.80 5.51 .47 1653.09 .00 .46 1.47 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -I- -I- -- -- -- - .181 .1948 .0188 .00 .32 2.06 .19 .013 .00 .00 PIPE 1 I 1022.322 1652.330 .332 1652.662 1.80 5.25 .43 1653.09 .00 .46 1.49 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -I- -I- -- -- -- - .156 .1948 .0164 .00 .33 1.93 .19 .013 .00 .00 PIPE FILE: 2b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5:51: 0 SD- LATERAL 2 Q100 FROM LINE E TO CB #2 JN 126 -2005 wli 2b.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth 1 Water I Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) I Elev I (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip - - -- -I- -I- -- -I- -- -- -- -I- -- -- -- - L/Elem Ch Slope 1 1 SF Ave HF SE Dpth Froude N1Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * * *1 * * * * * * * * *1 * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *( * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 1 1022.479 1652.361 .343 1652.704 1.80 5.00 .39 1653.09 .00 .46 1.51 2.000 .000 .00 0 .0 - - -- -I- -1- -- -1- -- -- -- -1- -- -- -- - .129 .1948 .0143 .00 .34 1.81 .19 .013 .00 .00 PIPE I I 1 1022.608 1652.386 .355 1652.741 1.80 4.77 .35 1653.09 .00 .46 1.53 2.000 .000 .00 0 .0 - - -- -I- -I- -- -I- -- -- -- -I- -- -- -- - .110 .1948 .0125 .00 .36 1.69 .19 .013 .00 .00 PIPE 1 1 1 1022.719 1652.407 .367 1652.774 1.80 4.55 .32 1653.10 .00 .46 1.55 2.000 .000 .00 0 .0 -I- -I- - - -I- - - - - - - -I- - - - - - - - .094 .1948 .0109 .00 .37 1.59 .19 .013 .00 .00 PIPE I 1 1 1022.812 1652.426 .379 1652.805 1.80 4.34 .29 1653.10 .00 .46 1.57 2.000 .000 .00 0 .0 - - -- -I- -I- -- -I- -- -- -- -I- -- -- -- - .073 .1948 .0096 .00 .38 1.49 .19 .013 .00 .00 PIPE 1 1 1 1022.885 1652.440 .392 1652.832 1.80 4.14 .27 1653.10 .00 .46 1.59 2.000 .000 .00 0 .0 - - -- -I- -I- -- -I- -- -- -- -I- -- -- -- - .060 .1948 .0084 .00 .39 1.39 .19 .013 .00 .00 PIPE 1 1 1 1022.945 1652.451 .405 1652.857 1.80 3.94 .24 1653.10 .00 .46 1.61 2.000 .000 .00 0 .0 - - - - -I- -I- - - -I- - - - - - - -I- - - - - - - - .042 .1948 .0073 .00 .41 1.30 .19 .013 .00 .00 PIPE 1 1 1 1022.988 1652.460 .419 1652.879 1.80 3.76 .22 1653.10 .00 .46 1.63 2.000 .000 .00 0 .0 - - - - -I- -I- - - -I- - - - - - - -I- - - - - - - - .032 .1948 .0064 .00 .42 1.22 .19 .013 .00 .00 PIPE 1 I I 1023.019 1652.466 .433 1652.899 1.80 3.59 .20 1653.10 .00 .46 1.65 2.000 .000 .00 0 .0 - - -- -1- -I- -- -I- -- -- -- -I- -- -- -- - .017 .1948 .0056 .00 .43 1.14 .19 .013 .00 .00 PIPE I I 1 1023.036 1652.469 .448 1652.917 1.80 3.42 .18 1653.10 .00 .46 1.67 2.000 .000 .00 0 .0 - - -- -I- -I- , -- -I- -- -- -- -I- -- -- -- - .004 .1948 .0049 .00 .45 1.07 .19 .013 .00 .00 PIPE FILE: 2b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 5 :51: 0 SD- LATERAL 2 Q100 FROM LINE E TO CB #2 JN 126 -2005 wli 2b.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticallFlow ToplHeight/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width IDia. -FT or I.D. ZL Prs /Pip -- - -- -- -I- -- -- -- -I- -I- -- -- - L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp I "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * ** *1 * * * * * ** * * * * * ** * * * ** * * * * *** I I 1023.040 1652.470 .465 1652.935 1.80 3.25 .16 1653.10 .00 .46 1.69 2.000 .000 .00 0 .0 -- -- -- - -- -I -- -- -- -I- -I- -- -- - WALL ENTRANCE I I I 1023.040 1652.470 .690 1653.160 1.80 .65 .01 1653.17 .00 .18 4.00 4.570 4.000 .00 0 .0 -I- -- -- -- -- -I- -- -- -- -I- -I- -- -- - FILE: 2b.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 7 -2005 Time: 5:50:52 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.570 4.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 2 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB #2 HEADING LINE NO 3 IS - 3N 126 -2005 wli 2b.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1006.050 1649.160 6 1649.800 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1023.040 1652.470 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1023.040 1652.470 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1023.040 1652.470 9 1657.000 T1 SD- LATERAL 2 T2 Q100 FROM LINE E TO CB #2 T3 JN 126 -2005 wli 2b.wsw SO 1006.0501649.160 6 1649.8 R 1023.0401652.470 6 .013 .000 .000 0 WE 1023.0401652.470 9 .500 .000 .000 0 SH 1023.0401652.470 9 1657.0 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.570 4.000 .000 .000 .00 Q 1.800 .0 "'1 rri l i FILE: 3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 7 -2005 Time: 6:54:48 SD- LATERAL 3 Q100 FROM LINE E TO TRACT 16039 JN 126 -2005 wli 3.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super Critical Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth Width Dia. -FT or I.D. ZL Prs /Pip L /Elem Ch Slope SF Ave HF SE Dpth Froude N Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * ** * * * * * ** * * * * *** * * * ** * * * * * ** 1005.840 1650.160 2.840 1653.000 20.70 4.22 .28 1653.28 .00 1.55 .00 2.500 .000 .00 0 .0 6.520 .0107 .0025 .02 2.84 .00 1.23 .013 .00 .00 PIPE 1012.360 1650.230 2.787 1653.017 20.70 4.22 .28 1653.29 .00 1.55 .00 2.500 .000 .00 0 .0 26.380 .0099 .0025 .07 .00 .00 1.26 .013 .00 .00 PIPE 1038.740 1650.490 2.642 1653.131 20.70 4.22 .28 1653.41 .00 1.55 .00 2.500 .000 .00 0 .0 1,6-7; s FILE: 3.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 7 -2005 Time: 6:54:39 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 3 HEADING LINE NO 2 IS - Q100 FROM LINE E TO TRACT 16039 HEADING LINE NO 3 IS - JN 126 -2005 wli 3.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 1005.840 1650.160 7 1653.000 * ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1012.360 1650.230 7 .013 .000 .000 .000 0 * ELEMENT NO 3 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1038.740 1650.490 7 .013 22.500 - 67.176 .000 0 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1038.740 1650.490 7 1659.000 l likf Om or-1 .l 1 1 ors 1E1 .I WTI 1 T1 SD- LATERAL 3 T2 Q100 FROM LINE E TO TRACT 16039 T3 JN 126 -2005 wli 3.wsw SO 1005.8401650.160 7 1653.0 R 1012.3601650.230 7 .013 .000 .000 0 R 1038.7401650.490 7 .013 - 67.176 .000 0 SH 1038.7401650.490 7 1659.0 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 Q 20.700 .0 r1 -I . - 1111 11E11 1 11E1 WI ILI 11B4 1114 1114 11E1 4 11E1 FILE: a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8:23:49 SD- LATERAL a Q111U FROM TINE E TO TRACT 16873 JN 126 -2005 wli a.wsw Invert Depth Water Q Vel Vel Energy I Super CriticallFlow Top Height/ Base Wt.' No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1.1 Elev Depth I Width Dia. -FT or I.D.I ZL Prs /Pip - - -- -- -- -- -I- -- -I- -- -I- -- -- - - L /Elem Ch Slope SF Ave HF ISE Dpth Froude NINorm Dp "N" X -Fall) ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * * *I * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * * *1 * * * ** * * * * * ** I I I 1009.500 1652.270 3.630 1655.900 24.80 5.05 .40 1656.30 .00 1.70 .00 2.500 .000 .00 0 .0 - - -- -- -- -- -I- -- -1- -- -I- -- -- -I- - 16.280 .0498 .0037 .06 3.63 .00 .89 .013 .00 .00 PIPE I I I 1025.780 1653.080 2.880 1655.960 24.80 5.05 .40 1656.36 .00 1.70 .00 2.500 .000 .00 0 .0 - - -- -- -- -- -I- -- -I- -- -I- -- -- -I- - 8.656 .0499 .0037 .03 .00 .00 .89 .013 .00 .00 PIPE I 1 I 1034.436 1653.512 2.516 1656.027 24.80 5.05 .40 1656.42 .00 1.70 .00 2.500 .000 .00 0 .0 - - -- -- -- -- -I- -- -I- -- -I- -- -- -I- - HYDRAULIC JUMP 1 I I 1034.436 1653.512 1.103 1654.614 24.80 11.88 2.19 1656.81 .48 1.70 2.48 2.500 .000 .00 0 .0 - - -- -- -- -- -I- -- -I- -- -I- -- -- -I- - 4.411 .0499 .0215 .09 1.59 2.28 .89 .013 .00 .00 PIPE I I 1 1038.846 1653.732 1.135 1654.867 24.80 11.44 2.03 1656.90 .45 1.70 2.49 2.500 .000 .00 0 .0 - - -- -- -- -- -I- -- -I- -- -I- -- -- -I- - 4.652 .0499 .0192 .09 1.58 2.16 .89 .013 .00 .00 PIPE I I I 1043.498 1653.964 1.177 1655.141 24.80 10.91 1.85 1656.99 .41 1.70 2.50 2.500 .000 .00 0 .0 - - - - - - - - - -I- - - -1- - - -I- - - - - -I- - 3.732 .0499 .0169 .06 1.59 2.01 .89 .013 .00 .00 PIPE I I I 1047.230 1654.150 1.222 1655.372 24.80 10.40 1.68 1657.05 .00 1.70 2.50 2.500 .000 .00 0 .0 - - -- -- -- -- -I- -- -I- -- -I- -- -- -I- - 1.088 .0478 .0155 .02 1.22 1.88 .90 .013 .00 .00 PIPE 1 1 I 1048.318 1654.202 1.236 1655.438 24.80 10.24 1.63 1657.07 .00 1.70 2.50 2.500 .000 .00 0 .0 - - - - - - - - - - -I- - - -I- - - -I- - - - - -I- - 3.012 .0478 .0143 .04 1.24 1.83 .90 .013 .00 .00 PIPE 1 I I 1051.329 1654.346 1.283 1655.629 24.80 9.77 1.48 1657.11 .00 1.70 2.50 2.500 .000 .00 0 .0 - - -- -- -- -- - -- - -- - -- -- - - 2.400 .0478 .0126 .03 1.28 1.71 .90 .013 .00 .00 PIPE tt4 0 t it46 1 : " . 1 `. I WI -J :1 SKI WI WI it WI WI FILE: a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8:23:49 SD- LATERAL a Q100 FROM LINE E TO TRACT 16873 JN 126 -2005 wli a.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** * * * * * * ** I Invert Depth Water Q Vel Vel Energy Super CriticallFlow ToplHeight/ Base Wt No Wth Station 1 Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth 1 Width IDia. -FT or I.D. ZL Prs /Pip -I- -- -- -- -- -I -- -- -- -I - I- -- -- - L/Elem ICh Slope SF Ave HF SE Dpth Froude NINorm Dp 1 "N" X -Fall ZR Type Ch * * * * * * * * *I * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * * *I * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 1 1053.730 1654.461 1.333 1655.794 24.80 9.31 1.35 1657.14 .00 1.70 2.49 2.500 .000 .00 0 .0 -1 -- -- -- -- - I- -- -- -- -I- - 1- -- -- - 1.916 .0478 .0111 .02 1.33 1.59 .90 .013 .00 .00 PIPE I I I 1055.646 1654.553 1.385 1655.938 24.80 8.88 1.22 1657.16 .00 1.70 2.49 2.500 .000 .00 0 .0 -I -- -- -- -- - I- -- -- -- -I- -1- -- -- - 1.479 .0478 .0098 .01 1.39 1.48 .90 .013 .00 .00 PIPE I 1 1 1057.125 1654.623 1.440 1656.063 24.80 8.47 1.11 1657.18 .00 1.70 2.47 2.500 .000 .00 0 .0 -1 -- -- -- -- -I- -- -- -- -I- - 1- -- -- - 1.102 .0478 .0086 .01 1.44 1.37 .90 .013 .00 .00 PIPE I I I 1058.227 1654.676 1.498 1656.174 24.80 8.07 1.01 1657.19 .00 1.70 2.45 2.500 .000 .00 0 .0 - I- -- -- -- -- -I- -- -- -- -I- -I- -- -- - .746 .0478 .0077 .01 1.50 1.27 .90 .013 .00 .00 PIPE 1 1 1 1058.973 1654.712 1.560 1656.272 24.80 7.70 .92 1657.19 .00 1.70 2.42 2.500 .000 .00 0 .0 -I -- -- -- -- -I- -- -- -- -I- -I- -- -- - .454 .0478 .0068 .00 1.56 1.18 .90 .013 .00 .00 PIPE I I 1 1059.427 1654.734 1.625 1656.359 24.80 7.34 .84 1657.20 .00 1.70 2.38 2.500 .000 .00 0 .0 - I -- -- -- -- -I- -- -- -- - I- -I- -- -- - .133 .0478 .0060 .00 1.63 1.09 .90 .013 .00 .00 PIPE I I 1 1059.560 1654.740 1.697 1656.437 24.80 6.99 .76 1657.20 .00 1.70 2.34 2.500 .000 .00 0 .0 - 1- -- -- -- -- - I- -- -- -- -I- -1- -- -- - JUNCT STR .1018 .0050 .04 1.71 1.00 .015 .00 .00 PIPE I I I 1066.630 1655.460 2.344 1657.804 9.70 3.09 .15 1657.95 .00 1.11 .00 2.000 .000 .00 0 .0 - I- - - - - - - - - -I- - - - - - - -I- -I- - - - - - 13.307 .0280 .0018 .02 .00 .00 .69 .013 .00 .00 PIPE I I I 1079.937 1655.833 2.000 1657.833 9.70 3.09 .15 1657.98 2.00 1.11 .00 2.000 .000 .00 0 .0 - I- -- -- -- -- -I- -- -- -- -I- -I- -- -- - 6.458 .0280 .0017 .01 2.00 .00 .69 .013 .00 .00 PIPE 1 WI FILE: a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8:23:49 SD- LATERAL a Q100 FROM LINE E TO TRACT 16873 JN 126 -2005 wli a.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt INo Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL IPrs /Pip L /Elem - Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR 'Type Ch I I 1086.395 1656.014 1.814 1657.828 9.70 3.24 .16 1657.99 .00 1.11 1.16 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -- -- I 2.972 .0280 .0017 .00 1.82 .36 .69 .013 .00 .00 PIPE I I 1089.367 1656.098 1.706 1657.804 9.70 3.40 .18 1657.98 .00 1.11 1.42 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -- -- (- HYDRAULIC JUMP I I 1089.367 1656.098 .690 1656.788 9.70 10.09 1.58 1658.37 .02 1.11 1.90 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -- -- 1- 132.781 .0280 .0280 3.72 .71 2.50 .69 .013 .00 .00 PIPE I I 1222.149 1659.821 .690 1660.511 9.70 10.09 1.58 1662.09 .02 1.11 1.90 2.000 .000 .00 0 .0 68.781 .0280 .0265 1.82 .71 2.50 .69 .013 .00 .00 PIPE I I 1290.930 1661.750 .712 1662.462 9.70 9.67 1.45 1663.91 .00 1.11 1.92 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -- -- I 18.477 .0279 .0238 .44 .71 2.36 .69 .013 .00 .00 PIPE I I 1309.407 1662.265 .729 1662.994 9.70 9.36 1.36 1664.35 .00 1.11 1.93 2.000 .000 .00 0 .0 14.963 .0279 .0214 .32 .73 2.25 .69 .013 .00 .00 PIPE I I 1324.370 1662.682 .755 1663,438 9.70 8.92 1.24 1664.67 .00 1.11 1.94 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -- -- 1- 9.240 .0279 .0187 .17 .76 2.10 .69 .013 .00 .00 PIPE I I 1333.610 1662.940 .783 1663.723 9.70 8.51 1.12 1664.85 .00 1.11 1.95 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -- -- 1- 5.500 .0218 .0171 .09 .78 1.96 .74 .013 .00 .00 PIPE I I 1339.110 1663.060 .792 1663.852 9.70 8.37 1.09 1664.94 .09 1.11 1.96 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -- -- I 30.690 .0176 .0161 .50 .89 1.92 .78 .013 .00 .00 PIPE i r'"'i i W 1 11711 l ri 1 FILE: a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8:23:49 SD- LATERAL a Q100 FROM LINE E TO TRACT 16873 JN 126 -2005 wli a.wsw Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height /IBase Wt) No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FTIor I.D.1 ZL Prs /Pip - - -- -- -- -- -I- -- -- -- -I- -- -I- -I- - L /Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" I X -FallI ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * * *I * * * * * * *I * * * ** * * * * * ** I I I 1369.800 1663.600 .810 1664.410 9.70 8.13 1.03 1665.44 .00 1.11 1.96 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -1- - 12,999 .0175 .0150 .20 .81 1.84 .78 .013 .00 .00 PIPE I I I 1382.799 1663.827 .823 1664.650 9.70 7.95 .98 1665.63 .00 1.11 1.97 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -I- - 15.625 .0175 .0137 .21 .82 1.78 .78 .013 .00 .00 PIPE I I I 1398.424 1664.100 .853 1664.953 9.70 7.58 .89 1665.85 .00 1.11 1.98 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -I- - 9.012 .0175 .0120 .11 .85 1.66 .78 .013 .00 .00 PIPE I I I 1407.436 1664.257 .885 1665.142 9.70 7.23 .81 1665.95 .00 1.11 1.99 2.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - - - -I- - - -I- -I- - 5.894 .0175 .0106 .06 .89 1.55 .78 .013 .00 .00 PIPE I I I 1413.330 1664.360 .918 1665.278 9.70 6.89 .74 1666.02 .00 1.11 1.99 2.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - - - -I- - - -I- -I- - JUNCT STR .0131 .0166 .03 .92 1.45 .015 .00 .00 PIPE I I I 1414.860 1664.380 .787 1665.167 9.10 7.92 .97 1666.14 .00 1.08 1.95 2.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - - - -I- - - -I- -I- - 9.342 .0179 .0146 .14 .79 1.82 .75 .013 .00 .00 PIPE I I 1 1424.202 1664.547 .801 1665.348 9.10 7.73 .93 1666.28 .00 1.08 1.96 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -I- - 12.079 .0179 .0133 .16 .80 1.76 .75 .013 .00 .00 PIPE I I 1 1436.281 1664.762 .830 1665.592 9.10 7.37 .84 1666.44 .00 1.08 1.97 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -I- - 7.373 .0179 .0117 .09 .83 1.64 .75 .013 .00 .00 PIPE I I I 1443.654 1664.894 .861 1665.755 9.10 7.03 .77 1666.52 .00 1.08 1.98 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -I- - 4.959 .0179 .0102 .05 .86 1.53 .75 .013 .00 .00 PIPE { FILE: a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8:23:49 SD- LATERAL a Q100 FROM LINE E TO TRACT 16873 JN 126 -2005 wli a.wsw ********************* * * * * * * * * * * * * ** * * * * * * * * * * * * * **** *************************************** * * * * * * * * * * * * * * * * *a * * ** * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticalIFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem Ch Slope SF Ave HF SE Dpth Froude N)Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I 1448.612 1664.983 .893 1665.876 9.10 6.70 .70 1666.57 .00 1.08 1.99 2.000 .000 .00 0 .0 3.435 .0179 .0090 .03 .89 1.43 .75 .013 .00 .00 PIPE I 1452.048 1665.044 .926 1665.970 9.10 6.39 .63 1666.60 .00 1.08 1.99 2.000 .000 .00 0 .0 2.279 .0179 .0079 .02 .93 1.33 .75 .013 .00 .00 PIPE 1 1454.327 1665.085 .961 1666.046 9.10 6.09 .58 1666.62 .00 1.08 2.00 2.000 .000 .00 0 .0 1.508 .0179 .0070 .01 .96 1.24 .75 .013 .00 .00 PIPE I 1455.835 1665.112 .997 1666.109 9.10 5.81 .52 1666.63 .00 1.08 2.00 2.000 .000 .00 0 .0 .824 .0179 .0061 .01 1.00 1.16 .75 .013 .00 .00 PIPE I 1456.658 1665.127 1.035 1666.162 9.10 5.54 .48 1666.64 .00 1.08 2.00 2.000 .000 .00 0 .0 .192 .0179 .0054 .00 1.04 1.08 .75 .013 .00 .00 PIPE I 1456.850 1665.130 1.077 1666.207 9.10 5.28 .43 1666.64 .00 1.08 1.99 2.000 .000 .00 0 .0 WALL ENTRANCE I I 1456.850 1665.130 1.709 1666.839 9.10 .53 .00 1666.84 .00 .30 10.00 5.000 10.000 .00 0 .0 -I- -- -- -- -- -I- -- -- -- -I- -- -- -- - r- owl I -1 . : � �. FILE: a.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 8:23:41 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL a HEADING LINE NO 2 IS - - Q100 FROM LINE E TO TRACT 16873 HEADING LINE NO 3 IS - JN 126 -2005 wli a.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 1009.500 1652.270 7 1655.900 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1025.780 1653.080 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1047.230 1654.150 7 .013 22.500 - 54.622 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1059.560 1654.740 7 .013 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1066.630 1655.460 6 6 8 .015 9.200 5.900 1667.160 1667.410 45.000 45.000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1290.930 1661.750 6 .013 380.998 33.731 .000 0 ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1333.610 1662.940 6 .013 .000 .000 .000 0 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1339.110 1663.060 6 .013 .000 .000 .000 1 ELEMENT NO 9 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1369.800 1663.600 6 .013 45.000 39.076 .000 0 ELEMENT NO 10 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1413.330 1664.360 6 .013 .000 .000 .000 0 ELEMENT NO 11 IS A JUNCTION * * * * * * * r 1 Intl wi 1111 11E1 1111 Ir71 1ms � 1 . 1114 1 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1414.860 1664.380 6 8 0 .015 .600 .000 1664.620 .000 45.000 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1456.850 1665.130 6 .013 .000 .000 .000 0 ELEMENT NO 13 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1456.850 1665.130 9 .500 ELEMENT NO 14 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1456.850 1665.130 9 1670.130 1771 Iri . T1 SD- LATERAL a T2 Q100 FROM LINE E TO TRACT 16873 T3 JN 126 -2005 wli a.wsw SO 1009.5001652.270 7 1655.9 R 1025.7801653.080 7 .013 .000 .000 0 R 1047.2301654.150 7 .013 - 54.622 .000 0 R 1059.5601654.740 7 .013 .000 .000 0 JX 1066.6301655.460 6 6 8.015 9.200 5.9001667.1601667.410 45.0 45.0 .000 R 1290.9301661.750 6 .013 33.731 .000 0 R 1333.6101662.940 6 .013 .000 .000 0 R 1339.1101663.060 6 .013 .000 .000 1 R 1369.8001663.600 6 .013 39.076 .000 0 R 1413.33 1664.360 6 .013 .000 .000 0 JX 1414.8601664.380 6 8 .015 0.6 1664.62 45.0 .000 R 1456.8501665.130 6 .013 .000 .000 0 WE 1456.8501665.130 9 .500 SH 1456.8501665.130 9 1670.13 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 Q 9.100 .0 FILE: 11.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 9 -2005 Time: 5: 9:35 SD- LATERAL 11 Q100 FROM LINE A TO CB 11 UN 126 -2005 wli 11.wsw Invert Depth Water Q Vel Vel I Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.E1. Elev Depth 1 Width Dia. -FT or I.D. ZL Prs /Pip - - -- -- -- -- - - -- -- - -- -- -- - L /Elem Ch Slope SF Ave' HF SE Dpth Froude N1Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * * *I * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 1003.970 1655.110 2.690 1657.800 10.50 3.34 .17 1657.97 .00 1.16 .00 2.000 .000 .00 0 .0 - - - -- -- - - - -- -- - -- -- -- - 32.230 .0155 .0001 .00 2.69 .00 .40 .003 .00 .00 PIPE 1 1 1036.200 1655.610 2.194 1657.804 10.50 3.34 .17 1657.98 .00 1.16 .00 2.000 .000 .00 0 .0 - - -- -- -- -- - - -- -- - -- -- -- - WALL ENTRANCE I I I 1036.200 1655.610 2.454 1658.064 10.50 .20 .00 1658.06 .00 .20 21.00 5.000 21.000 .00 0 .0 -I- -- -- -- -- -I- -I- -- -- -I- -- -- -- - 14r l WI 1 FILE: 11.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 9 -2005 Time: 5: 9:27 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 5.000 21.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 11 HEADING LINE NO 2 IS - Q100 FROM LINE A TO CB 11 HEADING LINE NO 3 IS - JN 126 -2005 wli 11.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1003.970 1655.110 6 1657.800 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1036.200 1655.610 6 .003 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1036.200 1655.610 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1036.200 1655.610 9 1660.600 1111 WI IVA orl or, ' ; l 1171 WI WI IVA Ir. Off MEM 11,1 " T1 SD- LATERAL 11 T2 Q100 FROM LINE A TO CB 11 T3 JN 126 -2005 wli 11.wsw SO 1003.9701655.110 6 1657.8 R 1036.2001655.610 6 .013 .000 .000 0 WE 1036.2001655.610 9 .500 .000 .000 0 SH 1036.2001655.610 9 1660.6 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 5.000 21.000 .000 .000 .00 Q 10.500 .0 FILE: 12.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 9 -2005 Time: 5:19:43 SD- LATERAL 12 Q100 FROM LINE A TO CS 12 JN 126 -2005 wli 12.wsw **,**************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert I Depth Water Q Vel Vel Energy 1 Super CriticallFlow ToplHeight/ Base Wt No Wth Station Elev I (FT) Elev (CFS) (FPS) Head Grd.El.I Elev Depth I Width IDia. -FT or I.D. ZL Prs /Pip - - -I- - - - - - - -I - - -I- - - - I- -I- - - - - - L/Elem Ch Slope I SF Ave HF ISE Dpth Froude NINorm Dp I "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * * *I * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * * *I * * * * * ** * * * * * * * *1 * * * * * * * *1 * * * * * ** * * * * * ** * * * ** * * * * * ** 1 I 1 I 1006.660 1655.120 2.680 1657.800 5.70 1.81 .05 1657.85 .00 .84 .00 2.000 .000 .00 0 .0 - - -I- - - - - - - -I- - - -I- - - -I- -I- - - - - - 23.400 .0111 .0000 .00 2.68 .00 .32 .003 .00 .00 PIPE I I I I 1030.060 1655.380 2.421 1657.801 5.70 1.81 .05 1657.85 .00 .84 .00 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- -I- -- - I- -I- -- -- - WALL ENTRANCE I I I I I 1030.060 1655.380 2.497 1657.877 5.70 .16 .00 1657.88 .00 .17 14.00 5.000 14.000 .00 0 .0 - I- -I- - - - - - - -I- - - -I- - - - I- -I- - - - - - I • 1114 WA Ira lira oirli t'' V1 17-1 f° i l' 1F 1r I 11711 I` 1 girl FILE: 12.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 9 -2005 Time: 5:19:35 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 12 HEADING LINE NO 2 IS - Q100 FROM LINE A TO CB 12 HEADING LINE NO 3 IS - JN 126 -2005 wli 12.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1006.660 1655.120 6 1657.800 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1030.060 1655.380 6 .003 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1030.060 1655.380 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORES * * U/S DATA STATION INVERT SECT W S ELEV 1030.060 1655.380 9 1660.400 rrni wri A 1 11V1 .1 1 1 T1 SD- LATERAL 12 T2 Q100 FROM LINE A TO CB 12 T3 JN 126 -2005 wli 12.wsw SO 1006.6601655.120 6 1657.8 R 1030.0601655.380 6 .013 .000 .000 0 WE 1030.0601655.380 9 .500 .000 .000 0 SH 1030.0601655.380 9 1660.4 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 Q 5.700 .0 FILE: 13.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 9 -2005 Time: 5:47: 2 SD- LATERAL 13 0100 FROM LINE A TO CB 13 JN 126 -2005 wli 13.wsw I Invert Depth Water Q Vel Vel I Energy Super CriticallFlow Top Height/ Base Wt No Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip -1- -- -- -- -- -I- -I- -- -- -I- -- -- -- - L/Elem ICh Slope SF Avei HF SE Dpth Froude N$Norm Dp "N" X -Fall ZR Type Ch * * * * * * * * *1 * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * *1 * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I I 1004.080 1664.650 .650 1665.300 1.00 1.36 .03 1665.33 .00 .37 1.49 1.500 .000 .00 0 .0 -I- -- -- -- -- -I- -I- -- -- -I- -- -- -- - 1.620 .0124 .0000 .00 .65 .34 .15 .003 .00 .00 PIPE I I I 1005.700 1664.670 .627 1665.297 1.00 1.43 .03 1665.33 .00 .37 1.48 1.500 .000 .00 0 .0 - I- -- -- -- -- -I- -I- -- -- -I- -- -- -- - 2.041 .0094 .0000 .00 .63 .37 .16 .003 .00 .00 PIPE I I I 1007.741 1664.689 .605 1665.294 1.00 1.50 .03 1665.33 .00 .37 1.47 1.500 .000 .00 0 .0 - I- -- -- -- -- -I- -I- -- -- -I- -- -- -- - 1.879 .0094 .0000 .00 .61 .39 .16 .003 .00 .00 PIPE I I I 1009.619 1664.707 .584 1665.291 1.00 1.57 .04 1665.33 .00 .37 1.46 1.500 .000 .00 0 .0 -I- - - - - - - - - -I- -I- - - - - -I - - - - - - - 1.843 .0094 .0001 .00 .58 .42 .16 .003 .00 .00 PIPE I I I 1011.462 1664.724 .563 1665.287 1.00 1.65 .04 1665.33 .00 .37 1.45 1.500 .000 .00 0 .0 -I- - - - - - - - - -I- -I- - - - - -I- - - - - - - - 1.588 .0094 .0001 .00 .56 .45 .16 .003 .00 .00 PIPE I I I 1013.050 1664.739 .544 1665.283 1.00 1.73 .05 1665.33 .00 .37 1.44 1.500 .000 .00 0 .0 -I- - - - - - - - - -I- -1- - - - - -I- - - - - - - - 1.544 .0094 .0001 .00 .54 .48 .16 .003 .00 .00 PIPE I I I 1014.595 1664.753 .525 1665.279 1.00 1.81 .05 1665.33 .00 .37 1.43 1.500 .000 .00 0 .0 - I- -- -- -- -- -I- -I- -- -- -I- -- -- -- - 1.388 .0094 .0001 .00 .53 .51 .16 .003 .00 .00 PIPE I I I 1015.983 1664.766 .507 1665.274 1.00 1.90 .06 1665.33 .00 .37 1.42 1.500 .000 .00 0 .0 -I- - - - - - - - - -I- -I- - - - - -I- - - - - - - - I .087 .0094 .0001 .00 .51 .55 .16 .003 .00 .00 PIPE I I I 1016.070 1664.767 .490 1665.257 1.00 1.99 .06 1665.32 .00 .37 1.41 1.500 .000 .00 0 .0 - I- -- -- -- -- -I- -I- -- -- -I -- -- -- - HYDRAULIC JUMP 1. 4 7 /3 WA 1 A � 1 r 1 1 Wi,,: I -i „' FILE: 13.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 9 -2005 Time: 5:47: 2 SD- LATERAL 13 Q100 FROM LINE A TO CB 13 JN 126 -2005 wli 13.wsw Invert 1 Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev 1 (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth 1 Width Dia. -FT or I.D. ZL Prs /Pip - - -I- -- -- -- - I- -- -- -- -I -- -- -- - L/Elem Ch Slope I SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * * *I * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I 1016.070 1664.767 .264 1665.031 1.00 4.77 .35 1665.39 .00 .37 1.14 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - 1.879 .0094 .0010 .00 .26 1.96 .16 .003 .00 .00 PIPE I I 1017.950 1664.785 .272 1665.057 1.00 4.55 .32 1665.38 .00 .37 1.16 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - 2.265 .0094 .0009 .00 .27 1.84 .16 .003 .00 .00 PIPE I I 1020.215 1664.806 .282 1665.088 1.00 4.34 .29 1665.38 .00 .37 1.17 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - 2.044 .0094 .0008 .00 .28 1.73 .16 .003 .00 .00 PIPE I I 1022.258 1664.825 .291 1665.116 1.00 4.14 .27 1665.38 .00 .37 1.19 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - 1.582 .0094 .0007 .00 .29 1.62 .16 .003 .00 .00 PIPE I I 1023.840 1664.840 .302 1665.142 1.00 3.95 .24 1665.38 .00 .37 1.20 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - .330 .0106 .0006 .00 .30 1.51 .15 .003 .00 .00 PIPE I I 1024.170 1664.844 .304 1665.148 1.00 3.90 .24 1665.38 .00 .37 1.21 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - 1.144 .0106 .0006 .00 .30 1.49 .15 .003 .00 .00 PIPE I I 1025.314 1664.856 .314 1665.170 1.00 3.72 .21 1665.38 .00 .37 1.22 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - .843 .0106 .0005 .00 .31 1.39 .15 .003 .00 .00 PIPE I I 1026.157 1664.865 .325 1665.190 1.00 3.54 .19 1665.38 .00 .37 1.24 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - .663 .0106 .0004 .00 .33 1.31 .15 .003 .00 .00 PIPE I I 1026.820 1664.872 .336 1665.208 1.00 3.38 .18 1665.38 .00 .37 1.25 1.500 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -- -- - .502 .0106 .0004 .00 .34 1.22 .15 .003 .00 .00 PIPE 1114 1111 1E1 1E11 Sri 1E11 VA VA Ir Ira WA URI _ FILE: 13.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 9 -2005 Time: 5:47: 2 SD- LATERAL 13 Q100 FROM LINE A TO CB 13 JN 126 -2005 wli 13.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticaliFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I 1027.322 1664.877 .347 1665.224 1.00 3.22 .16 1665.39 .00 .37 1.27 1.500 .000 .00 0 .0 .259 .0106 .0003 .00 .35 1.15 .15 .003 .00 .00 PIPE I 1027.581 1664.880 .359 1665.239 1.00 3.07 .15 1665.39 .00 .37 1.28 1.500 .000 .00 0 .0 .049 .0106 .0003 .00 .36 1.07 .15 .003 .00 .00 PIPE I 1027.630 1664.880 .373 1665.253 1.00 2.92 .13 1665.39 .00 .37 1.30 1.500 .000 .00 0 .0 WALL ENTRANCE I I 1027.630 1664.880 .563 1665.443 1.00 .25 .00 1665.44 .00 .09 7.00 4.500 7.000 .00 0 .0 - I- -- -- -- -- -I- -- -- -- -I- -- -- -- - FILE: 13.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 9 -2005 Time: 5:46:54 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.500 7.000 .000 .000 .00. W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 13 HEADING LINE NO 2 IS - Q100 FROM LINE A TO CB 13 HEADING LINE NO 3 IS - JN 126 -2005 wli 13.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1004.080 1664.650 8 1665.300 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1005.700 1664.670 8 .003 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1023.840 1664.840 8 .003 .000 .000 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1027.630 1664.880 8 .003 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1027.630 1664.880 9 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1027.630 1664.880 9 1669.400 T1 SD- LATERAL 13 T2 Q100 FROM LINE A TO CB 13 T3 JN 126 -2005 wli 13.wsw SO 1004.0801664.650 8 1665.3 R 1005.7001664.670 8 .013 .000 .000 0 R 1023.8401664.840 8 .013 .000 .000 0 R 1027.6301664.880 8 .013 .000 .000 0 WE 1027.6301664.880 9 .500 .000 .000 0 SH 1027.6301664.880 9 1669.4 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.500 7.000 .000 .000 .00 Q 1.000 .0 FILE: 5b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8 :57:22 SD- LATERAL 5 Q100 FROM LINE E TO CB #5 JN 126 -2005 wli 5b.wsw Invert Depth I Water Q Vel Vel Energy Super Critical Flow Top Height/ Base Wt No Wth Station Elev (FT) I Elev (CFS) (FPS) Head Grd.E1. Elev Depth Width Dia. -FT or I.D. ZL Prs /Pip L /Elem Ch Slope I SF Ave HE SE Dpth Froude N Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * * *I * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I 1005.930 1653.640 3.060 1656.700 6.90 2.20 .07 1656.77 .00 .93 .00 2.000 .000 .00 0 .0 11.649 .0919 .0009 .01 3.06 .00 .43 .013 .00 .00 PIPE I 1017.579 1654.711 2.000 1656.711 6.90 2.20 .07 1656.79 .00 .93 .00 2.000 .000 .00 0 .0 1.948 .0919 .0009 .00 2.00 .00 .43 .013 .00 .00 PIPE I 1019.528 1654.890 1.814 1656.704 6.90 2.30 .08 1656.79 .00 .93 1.16 2.000 .000 .00 0 .0 1.095 .0919 .0008 .00 1.81 .25 .43 .013 .00 .00 PIPE I 1020.623 1654.991 1.706 1656.697 6.90 2.42 .09 1656.79 .00 .93 1.42 2.000 .000 .00 0 .0 .867 .0919 .0009 .00 1.71 .30 .43 .013 .00 .00 PIPE I 1021.490 1655.070 1.618 1656.688 6.90 2.53 .10 1656.79 .00 .93 1.57 2.000 .000 .00 0 .0 .480 .0919 .0010 .00 1.62 .34 .43 .013 .00 .00 PIPE I 1021.970 1655.115 1.564 1656.679 6.90 2.62 .11 1656.79 .00 .93 1.65 2.000 .000 .00 0 .0 HYDRAULIC JUMP I 1021.970 1655.115 .513 1655.628 6.90 10.83 1.82 1657.45 .00 .93 1.75 2.000 .000 .00 0 .0 2.286 .0919 .0419 .10 .51 3.16 .43 .013 .00 .00 PIPE I 1024.256 1655.325 .530 1655.855 6.90 10.33 1.66 1657.51 .00 .93 1.77 2.000 .000 .00 0 .0 2.383 .0919 .0367 .09 .53 2.96 .43 .013 .00 .00 PIPE I 1026.639 1655.544 .549 1656.093 6.90 9.85 1.51 1657.60 .00 .93 1.79 2.000 .000 .00 0 .0 1.972 .0919 .0321 .06 .55 2.77 .43 .013 .00 .00 PIPE Er 5 WI 11E1 _. ;W W FILE: 5b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8:57:22 SD- LATERAL 5 Q100 FROM LINE E TO CB #5 JN 126 -2005 wli 5b.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height /IBase Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia. -FTIor I.D. ZL Prs /Pip - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" I X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * * *1 * * * * * ** * * * ** * * * * * ** I I 1028.611 1655.725 .568 1656.293 6.90 9.39 1.37 1657.66 .00 .93 1.80 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - 1.653 .0919 .0281 .05 .57 2.59 .43 .013 .00 .00 PIPE I I 1030.264 1655.877 .587 1656.464 6.90 8.95 1.24 1657.71 .00 .93 1.82 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - 1.369 .0919 .0246 .03 .59 2.43 .43 .013 .00 .00 PIPE I I 1031.632 1656.003 .608 1656.611 6.90 8.54 1.13 1657.74 .00 .93 1.84 2.000 .000 .00 0 .0 1.163 .0919 .0215 .03 .61 2.27 .43 .013 .00 .00 PIPE I I 1032.796 1656.109 .629 1656.739 6.90 8.14 1.03 1657.77 .00 .93 1.86 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - .965 .0919 .0189 .02 .63 2.12 .43 .013 .00 .00 PIPE I I 1033.761 1656.198 .652 1656.850 6.90 7.76 .94 1657.79 .00 .93 1.88 2.000 .000 .00 0 .0 .823 .0919 .0165 .01 .65 1.99 .43 .013 .00 .00 PIPE I I 1034.583 1656.274 .675 1656.949 6.90 7.40 .85 1657.80 .00 .93 1.89 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - .688 .0919 .0145 .01 .68 1.86 .43 .013 .00 .00 PIPE I I 1035.271 1656.337 .699 1657.036 6.90 7.06 .77 1657.81 .00 .93 1.91 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - .584 .0919 .0127 .01 .70 1.74 .43 .013 .00 .00 PIPE I I 1035.855 1656.391 .723 1657.114 6.90 6.73 .70 1657.82 .00 .93 1.92 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - .469 .0919 .0111 .01 .72 1.62 .43 .013 .00 .00 PIPE I I 1036.324 1656.434 .749 1657.183 6.90 6.41 .64 1657.82 .00 .93 1.94 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -- -I- -- - .378 .0919 .0098 .00 .75 1.52 .43 .013 .00 .00 PIPE IM 11E1 Irri �i r l 1'1 r, .e r .. l FILE: 5b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 8:57:22 SD- LATERAL 5 Q100 FROM LINE E TO CB #5 JN 126 -2005 wli 5b.wsw Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wtl No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D.I ZL Prs /Pip L /Elem - Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X -Falll ZR Type Ch 1 1 1036.702 1656.469 .776 1657.245 6.90 6.12 .58 1657.83 .00 .93 1.95 2.000 .000 .00 0 .0 - -- -- - -- -I- -- -- -- - -- -- - - .285 .0919 .0086 .00 .78 1.42 .43 .013 .00 .00 PIPE 1 1 1036.988 1656.495 .805 1657.300 6.90 5.83 .53 1657.83 .00 .93 1.96 2.000 .000 .00 0 .0 .225 .0919 .0075 .00 .81 1.32 .43 .013 .00 .00 PIPE 1 1 1037.213 1656.516 .834 1657.350 6.90 5.56 .48 1657.83 .00 .93 1.97 2.000 .000 .00 0 .0 - - -- -- -- -- -1- -- -- -- -1- -- -- -I - .148 .0919 .0066 .00 .83 1.23 .43 .013 .00 .00 PIPE 1 1 1037.360 1656.529 .865 1657.394 6.90 5.30 .44 1657.83 .00 .93 1.98 2.000 .000 .00 0 .0 - - -- -- -- -- -1- -- -- -- - I - -- -- - - .089 .0919 .0058 .00 .87 1.15 .43 .013 .00 .00 PIPE 1 1 1037.449 1656.537 .897 1657.434 6.90 5.05 .40 1657.83 .00 .93 1.99 2.000 .000 .00 0 .0 .031 .0919 .0051 .00 .90 1.08 .43 .013 .00 .00 PIPE 1 1 1037.480 1656.540 .932 1657.472 6.90 4.81 .36 1657.83 .00 .93 2.00 2.000 .000 .00 0 .0 - - -- -- -- -- -1- -- -- -- - I- -- -- -1- - WALL ENTRANCE 1 1 1 1037.480 1656.540 1.415 1657.955 6.90 1.22 .02 1657.98 .00 .45 4.00 4.570 4.000 .00 0 .0 -I- -- -- -- -- -I- -- -- -- -I- -- -- -I- - FILE: Sb.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 8:57:14 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT l BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.570 4.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 5 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB #5 HEADING LINE NO 3 IS - JN 126 -2005 wli 5b.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 1005.930 1653.640 6 1656.700 * ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1037.480 1656.540 6 .013 .000 .000 .000 0 * ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1037.480 1656.540 9 .500 * * ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1037.480 1656.540 9 1661.100 IV" Irri or' I1E1 WI WI ori era WI 11E8 11E1 WI ILA T1 SD- LATERAL 5 T2 Q100 FROM LINE E TO CB #5 T3 JN 126 -2005 wli 5b.wsw SO 1005.9301653.640 6 1656.7 R 1037.4801656.540 6 .013 .000 .000 0 WE 1037.4801656.540 9 .500 .000 .000 0 SH 1037.4801656.540 9 1661.1 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.570 4.000 .000 .000 .00 Q 6.900 .0 111F1 11111 WA Iv i ors 1r i Irr Irri 1113 III 1114 1114 111, 1 Irl 11P4 FILE: 67.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7 -16 -2005 Time: 6:59:10 SD- LATERAL 6 TO 7 Q100 FROM LINE E TO CB 6 & 7 JN 126 -2005 wli 67.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1006.360 1660.580 2.720 1663.300 27.60 5.62 .49 1663.79 .00 1.79 .00 2.500 .000 .00 0 .0 2.744 .0848 .0045 .01 2.72 .00 .82 .013 .00 .00 PIPE 1 1009.104 1660.813 2.500 1663.313 27.60 5.62 .49 1663.80 .00 1.79 .00 2.500 .000 .00 0 .0 1.279 .0848 .0042 .01 2.50 .00 .82 .013 .00 .00 PIPE 1 1010.382 1660.921 2.380 1663.301 27.60 5.72 .51 1663.81 .00 1.79 1.07 2.500 .000 .00 0 .0 HYDRAULIC JUMP 1 1010.382 1660.921 1.322 1662.243 27.60 10.48 1.71 1663.95 .00 1.79 2.50 2.500 .000 .00 0 .0 .695 .0848 .0146 .01 1.32 1.80 .82 .013 .00 .00 PIPE 1 1011.077 1660.980 1.346 1662.326 27.60 10.24 1.63 1663.95 .00 1.79 2.49 2.500 .000 .00 0 .0 1.331 .0848 .0133 .02 1.35 1.74 .82 .013 .00 .00 PIPE 1 1012.408 1661.092 1.399 1662.491 27.60 9.77 1.48 1663.97 .00 1.79 2.48 2.500 .000 .00 0 .0 1.091 .0848 .0117 .01 1.40 1.61 .82 .013 .00 .00 PIPE 1 1013.499 1661.185 1.454 1662.639 27.60 9.31 1.35 1663.99 .00 1.79 2.47 2.500 .000 .00 0 .0 .852 .0848 .0104 .01 1.45 1.50 .82 .013 .00 .00 PIPE 1 1014.351 1661.257 1.513 1662.770 27.60 8.88 1.22 1663.99 .00 1.79 2.44 2.500 .000 .00 0 .0 .639 .0848 .0092 .01 1.51 1.39 .82 .013 .00 .00 PIPE 1 1014.990 1661.311 1.576 1662.887 27.60 8.46 1.11 1664.00 .00 1.79 2.41 2.500 .000 .00 0 .0 .459 .0848 .0082 .00 1.58 1.28 .82 .013 .00 .00 PIPE LA- C 1 1 J _: 1 l Iwi rrci FILE: 67.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7 -16 -2005 Time: 6:59:10 SD- LATERAL 6 TO 7 Q100 FROM LINE E TO CB 6 & 7 JN 126 -2005 wli 67.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q I Vel Vel Energy Super CriticallFlow Top Height/ Base Wt INo Wth Station Elev (FT) Elev (CFS) 1 (FPS) Head Grd.E1. Elev Depth f Width Dia. -FT or I.D. ZL IPrs /Pip - - -- -- -- -I- -I- -- -- -- -I- -- -- -- - L /Elem Ch Slope I SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR 'Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * * *I * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** 1 * * * * * ** f 1 1 1015.448 1661.350 1.642 1662.992 27.60 8.07 1.01 1664.00 .00 1.79 2.37 2.500 .000 .00 0 .0 - - -- -- -- -I- -I- -- -- -- -I- -- -- -- 1- .270 .0848 .0072 .00 1.64 1.18 .82 .013 .00 .00 PIPE 1 I I 1015.719 1661.373 1.713 1663.086 27.60 7.69 .92 1664.01 .00 1.79 2.32 2.500 .000 .00 0 .0 - - -- -- -- -I- -I- -- -- -- -I- -- -- -- 1- .081 .0848 .0065 .00 1.71 1.09 .82 .013 .00 .00 PIPE I I I 1015.800 1661.380 1.791 1663.171 27.60 7.33 .83 1664.01 .00 1.79 2.25 2.500 .000 .00 0 .0 - - -- -- -- -I- -I- -- -- -- -I- -- -- -- (- WALL ENTRANCE I I I 1 1015.800 1661.380 3.128 1664.508 27.60 .63 .01 1664.51 .00 .49 14.00 5.000 14.000 .00 0 .0 - I- -- -- -- -I- -I- -- -- -- -I- -- -- -- I- JUNCT STR .1351 .0039 .01 3.13 .06 .015 .00 .00 BOX WARNING - Junction Analysis - Change in Channel Type I I I I 1 I I I I I I I I 1019.500 1661.880 2.541 1664.421 17.20 5.47 .47 1664.89 .00 1.49 .00 2.000 .000 .00 0 .0 - I - - I - - I - - I - - I - - I - - f - - I - -f- - I - - f - - I - - I - I- 64.830 .0100 .0058 .37 2.54 .00 1.30 .013 .00 .00 PIPE I I I 1 I I I I I I I I I 1084.330 1662.530 2.266 1664.796 17.20 5.47 .47 1665.26 .00 1.49 .00 2.000 .000 .00 0 .0 - I - I - - I - - I- - I - - 1 - - I - - 1 - -1 - I - - 1 - - I - - I - (- WALL ENTRANCE I I I 1 I I 1 I I 1 I 1 I 1084.330 1662.530 2.963 1665.493 17.20 .28 .00 1665.49 .00 .28 21.00 4.500 21.000 .00 0 .0 - 1 - - I - - I - - I - - I - - 1 - - I - - I - -I - I - - I - - I- - I - I- FILE: 67.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7 -16 -2005 Time: 6:59: 2 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 CD 10 3 0 .000 4.500 21.000 .000 .000 .00 CD 11 3 0 .000 .830 14.000 .000 .000 .00 CD 12 3 0 .000 .830 21.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 6 TO 7 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB 6 & 7 HEADING LINE NO 3 IS - JN 126 -2005 wli 67.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1006.360 1660.580 7 1663.300 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1015.800 1661.380 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1015.800 1661.380 9 .500 ELEMENT NO 4 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1019.500 1661.880 6 11 0 .015 10.400 .000 1666.790 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1084.330 1662.530 6 .013 .000 .000 .000 0 ELEMENT NO 6 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1084.330 1662.530 10 .500 ELEMENT NO 7 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1084.330 1662.530 10 1667.700 T1 SD- LATERAL 6 TO 7 T2 Q100 FROM LINE E TO CB 6 & 7 T3 JN 126 -2005 wli 67.wsw SO 1006.3601660.580 7 1663.3 R 1015.8001661.380 7 .013 .000 .000 0 WE 1015.8001661.380 9 .500 .000 .000 0 JX 1019.5001661.880 6 11 .015 10.4 1666.79 90.0 .000 R 1084.3301662.530 6 .013 .000 .000 0 WE 1084.3301662.530 10 .500 .000 .000 0 SH 1084.3301662.530 10 1667.7 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 CD 10 3 0 .000 4.500 21.000 .000 .000 .00 CD 11 3 0 .000 .830 14.000 .000 .000 .00 CD 12 3 0 .000 .830 21.000 .000 .000 .00 Q 17.200 .0 I 1 FILE: b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 2:56 :25 SD- LATERAL B Q100 FROM LINE E TO TRACT 16875 JN 126 -2007 wli b.wsw Invert I Depth Water Q Vel Vel 1 Energy Super ICriticallFlow ToplHeight/ Base Wtl No Wth Station Elev I (FT) Elev (CFS) (FPS) Head I Grd.E1. Elev I Depth I Width 1Dia. -FT or I.D.I ZL Prs /Pip - - - I- - - - - - - -I -I- - - -I- -I- -I- - - -I - L/Elem Ch Slope I SF Ave' HF SE DpthlFroude NINorm Dp I "N" X -Fall) ZR Type Ch * * * * * * * ** * * * * * * * * *1 * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * * *I * * * * * * * ** ** * * * * *1 * * * * * * * *1 * * * * * * * *I * * * * * ** * * * * * * *I * * * ** * * * * * ** I I I I I I 1008.290 1662.860 5.340 1668.200 26.50 5.40 .45 1668.65 .00 1.75 .00 2.500 .000 .00 0 .0 - - - I- - - - - - - -I -I- - - -I -I -I- - - -I - 3.610 .0139 .0042 .02 5.34 .00 1.32 .013 .00 .00 PIPE I I I I I f 1011.900 1662.910 5.305 1668.215 26.50 5.40 .45 1668.67 .00 1.75 .00 2.500 .000 .00 0 .0 - - - I- - - - - - - -I- -I- - - -I -I- -I- - - -I - 12.580 .0159 .0042 .05 .00 .00 1.27 .013 .00 .00 PIPE I I I I I I 1024.480 1663.110 5.184 1668.294 26.50 5.40 .45 1668.75 .00 1.75 .00 2.500 .000 .00 0 .0 - - -I- - - - - - - -I- -I- - - -I- -I - I- - - -I - 244.394 .0152 .0041 1.01 5.18 .00 1.29 .013 .00 .00 PIPE I I I I I I 1268.874 1666.815 2.500 1669.315 26.50 5.40 .45 1669.77 .00 1.75 .00 2.500 .000 .00 0 .0 - - -I- - - - - - - - I- -I - - -I- -I -I- - - -I - 6.296 .0152 .0039 .02 2.50 .00 1.29 .013 .00 .00 PIPE .:. 1 I ! I I I 12 )5.170 1666.910 2.419 1669.329 26.50 5.45 .46 1669.79 .00 1.75 .88 2.500 .000 .00 0 .0 - - - I- - - - - - - -I- -I- - - - I- -I- -I- - - -I - /� JUNCT STR .0174 .0040 .02 2.42 .41 .015 .00 .00 PIPE 6 / V � I I I I I I 1280.920 1667.010 2.679 1669.689 20.10 4.09 .26 1669.95 .00 1.52 .00 2.500 .000 .00 0 .0 - - - I- - - - - - - - I- -I- - - - I- -I- -I- - - -I - 12.443 .0168 .0024 .03 2.68 .00 1.07 .013 .00 .00 PIPE I I 1 I 1 I 1293.363 1667.219 2.500 1669.719 20.10 4.09 .26 1669.98 .00 1.52 .00 2.500 .000 .00 0 .0 - - - I- - - - - - - -I- -1 - - - I- -I- -I- - - -1- - 14.059 .0168 .0022 .03 2.50 .00 1.07 .013 .00 .00 PIPE I I I I I I 1307.422 1667.455 2.268 1669.723 20.10 4.29 .29 1670.01 .00 1.52 1.45 2.500 .000 .00 0 .0 - - - I- - - - - - - - I- -1- - - - I- -I -I- - - -I - 7.271 .0168 .0022 .02 2.27 .42 1.07 .013 .00 .00 PIPE I I I I I I 1314.693 1667.578 2.133 1669.711 20.10 4.50 .32 1670.03 .00 1.52 1.77 2.500 .000 .00 0 .0 - - -I- - - - - - - -I- -I - - - I- -I- - I- - - -I - .505 .0168 .0022 .00 2.13 .50 1.07 .013 .00 .00 PIPE L. • iCL. de ____ ___________ 111E1 11E1 .. IITI 1111 11F1 lerl 1P or 17 IP" FILE: b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 2:56:25 SD- LATERAL B Q100 FROM LINE E TO TRACT 16875 JN 126 -2007 wli b.wsw I Invert Depth Water Q I Vel Vel Energy Super CriticallFlow ToplHeight/ Base Wtl INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head Grd.E1. Elev Depth I Width IDia. -FT or I.D.I ZL IPrs /Pip - I - - - - - - - I - - - - - - - - - - - - - - I L /Elem ICh Slope I SF Ave HF SE Dpth Froude NINorm Dp I "N" X -Fall) ZR 'Type Ch * * * * * * * * *1 * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * * *1 * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * * *I * * * * * ** * * * * * * *I * * * ** I * * * * * ** I I I I I I 1315.198 1667.586 2.133 1669.719 20.10 4.51 .32 1670.03 .00 1.52 1.77 2.500 .000 .00 0 .0 - I - - - - - - - - I - - - - - - - - - - - - (- HYDRAULIC JUMP I I I I I I 1315.198 1667.586 1.065 1668.651 20.10 10.08 1.58 1670.23 .00 1.52 2.47 2.500 .000 .00 0 .0 - I - - - - - - - - - - - - - - - - - - - I 47.433 .0168 .0168 .80 1.07 1.98 1.07 .013 .00 .00 PIPE I I I I I I 1362.631 1668.383 1.065 1669.448 20.10 10.08 1.58 1671.03 .00 1.52 2.47 2.500 .000 .00 0 .0 - I - - - - - - - I - - I - - - - - - - - - - - - 1- 102.957 .0168 .0162 1.66 1.07 1.98 1.07 .013 .00 .00 PIPE I I I I I 1 1465.588 1670.113 1.088 1671.201 20.10 9.79 1.49 1672.69 .00 1.52 2.48 2.500 .000 .00 0 .0 - I - - - - - - - - I - - - - - - - - - - - - - I- 42.619 .0168 .0146 .62 1.09 1.90 1.07 .013 .00 .00 PIPE I I I I I I 1508.208 1670.829 1.129 1671.958 20.10 9.34 1.35 1673.31 .00 1.52 2.49 2.500 .000 .00 0 .0 - I - - - - - - - - - I - - - - - - - - - - - - I 20.292 .0168 .0128 .26 1.13 1.77 1.07 .013 .00 .00 PIPE I I I 1 I I 1528.500 1671.170 1.171 1672.341 20.10 8.90 1.23 1673.57 .14 1.52 2.50 2.500 .000 .00 0 .0 - I - - - - - - - - - I - - - - - - - - - - - - I 7.857 .0168 .0116 .09 1.31 1.65 1.07 .013 .00 .00 PIPE I I I 1 I I 1536.357 1671.302 1.197 1672.499 20.10 8.65 1.16 1673.66 .13 1.52 2.50 2.500 .000 .00 0 .0 - I - - - - - - - - - - - - - - - - - - - I- 9.528 .0168 .0105 .10 1.33 1.58 1.07 .013 .00 .00 PIPE I I I I I I 1545.885 1671.462 1.242 1672.704 20.10 8.25 1.06 1673.76 .12 1.52 2.50 2.500 .000 .00 0 .0 - I - - - - - - - - - 1 - - - - - - - - - - - - I 6.311 .0168 .0092 .06 1.36 1.47 1.07 .013 .00 .00 PIPE I I I I I I 1552.195 1671.569 1.290 1672.859 20.10 7.87 .96 1673.82 .11 1.52 2.50 2.500 .000 .00 0 .0 - I - - - - - - - - - I - - - - - - - - - - - - 1- 4.245 .0168 .0081 .03 1.40 1.37 1.07 .013 .00 .00 PIPE larl T W1 Wfl WI 1Wil W1 l'-'1 '"I , 1 u_ i Ui r-1 UI FILE: b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 2:56:25 SD- LATERAL B Q100 FROM LINE E TO TRACT 16875 JN 126 -2007 wli b.wsw Invert Depth Water Q Vel Vel I Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem - Ch Slope SF Ave! HF SE Dpth Froude N1Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * *1 * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I 1 1556.440 1671.640 1.340 1672.980 20.10 7.50 .87 1673.85 .00 1.52 2.49 2.500 .000 .00 0 .0 .894 .0153 .0075 .01 1.34 1.27 1.09 .013 .00 .00 PIPE I I 1557.334 1671.654 1.352 1673.006 20.10 7.42 .85 1673.86 .00 1.52 2.49 2.500 .000 .00 0 .0 2.955 .0153 .0070 .02 1.35 1.25 1.09 .013 .00 .00 PIPE 1 1 1560.288 1671.699 1.405 1673.104 20.10 7.07 .78 1673.88 .00 1.52 2.48 2.500 .000 .00 0 .0 1.594 .0153 .0061 .01 1.41 1.16 1.09 .013 .00 .00 PIPE 1 1 1561.882 1671.723 1.461 1673.184 20.10 6.74 .71 1673.89 .00 1.52 2.46 2.500 .000 .00 0 .0 - - -- -- -- -- -1- -1- -- -- -1- -- -- - .438 .0153 .0054 .00 1.46 1.08 1.09 .013 .00 .00 PIPE 1 1 1562.320 1671.730 1.522 1673.252 20.10 6.42 .64 1673.89 .00 1.52 2.44 2.500 .000 .00 0 .0 WALL EN TRANCE I 1 1 1562.320 1671.730 2.467 1674.197 20.10 .81 .01 1674.21 .00 .50 10.00 5.000 10.000 .00 0 .0 - I - -- -- -- -- - - -- -- - -- -- -- - JUNCT STR .0852 .0013 .00 2.47 .09 .015 .00 .00 BOX WARNING - Junction Analysis - Change in Channel Type I I I I I 1 I I I I I I I 1565.490 1672.000 2.168 1674.168 9.90 3.15 .15 1674.32 .00 1.13 .00 2.000 .000 .00 0 .0 - I - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1 69.370 .0037 .0019 .13 2.17 .00 1.25 .013 .00 .00 PIPE I I I I I I I I I I I I I 1634.860 1672.260 2.041 1674.301 9.90 3.15 .15 1674.46 .00 1.13 .00 2.000 .000 .00 0 .0 - 1 - - 1 - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - (- WALL ENTRANCE FILE: b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 2:56 :25 SD- LATERAL B Q100 FROM LINE E TO TRACT 16875 JN 126 -2007 wli b.wsw Invert Depth Water I Q Vel Vet Energy Super CriticaliFlow Top Height/ Base Wt1 No Wth Station Elev (FT) Elev 1 (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia. -FT or I.D.I ZL Prs /Pip -- - _l_ -- -I- -- -- -- -I- -- -- - - L /Elem Ch Slope I SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall) ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * * *I * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * * *I * * * ** * * * * * ** I I I 1634.860 1672.260 2.268 1674.528 9.90 .44 .00 1674.53 .00 .31 10.00 5.000 10.000 .00 0 .0 -- -- -- -I- -- -I- -- -- -- -I- -- -- -I - FILE: b.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 2:56:17 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 CD 10 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD- LATERAL B HEADING LINE NO 2 IS - Q100 FROM LINE E TO TRACT 16875 HEADING LINE NO 3 IS - JN 126 -2007 wli b.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1008.290 1662.860 7 1668.200 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1011.900 1662.910 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1024.480 1663.110 7 .013 89.996 -8.009 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1275.170 1666.910 7 .013 .000 .000 .000 0 * ELEMENT NO 5 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1280.920 1667.010 7 6 0 .015 6.400 .000 1667.160 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1528.500 1671.170 7 .013 .000 .000 .000 0 ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1556.440 1671.640 7 .013 45.000 - 35.574 .000 0 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1562.320 1671.730 7 .013 .000 .000 .000 0 ELEMENT NO 9 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1562.320 1671.730 10 .500 ELEMENT NO 10 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1565.490 1672.000 6 0 0 .015 10.200 .000 .000 .000 90.000 .000 s: W- t' 1 Uri IE 1 WI Iffl I MI r-i RADIUS ANGLE .000 .000 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1634.860 1672.260 6 .013 .000 .000 .000 0 * ELEMENT NO 12 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1634.860 1672.260 9 .500 ELEMENT NO 13 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1634.860 1672.260 9 1677.260 Ti yr' a 1E1 Ilifl erri 11E2 WI 11" or-1 "IA ORA MI WI 11E1 WEI UFA IVA OBES SD- LATERAL B T2 Q100 FROM LINE E TO TRACT 16875 T3 JN 126 -2007 wli b.wsw SO 1008.2901662.860 7 1668.2 R 1011.9001662.910 7 .013 a .000 .000 0 R 1024.4801663.110 7 .013 -8.009 .000 0 R 1275.1701666.910 7 .013 .000 .000 0 JX 1280.9201667.010 7 6 .015 6.4 1667.16 45.0 .000 R 1528.5001671.170 7 .013 .000 .000 0 R 1556.4401671.640 7 .013 - 35.574 .000 0 R 1562.3201671.730 7 .013 .000 .000 0 WE 1562.3201671.730 10 .500 .000 .000 0 JX 1565.4901672.000 6 .015 10.2 90.0 .000 R 1634.8601672.260 6 .013 .000 .000 0 WE 1634.8601672.260 9 .500 SH 1634.8601672.260 9 1677.26 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 CD 10 3 0 .000 5.000 10.000 .000 .000 .00 Q 9.900 .0 FILE: 8.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:16:16 SD- LATERAL 8 0100 FROM LINE B TO CB 8 JN 126 -2004 wli 8.wsw ** ** * * * * * * * ****** ** ** *r ** ** *** ** * ** * * ** ** * * *** ** * * * * * * * * ** * * * * * **** * * ** * ** ** *** ** *k *** ask ** * ** **a ** *** **** ********* F * **** ******** I Invert Depth Water I Q I Vel Vel I Energy I Super CriticallFlow Top Height/ Base Wt INo Wth Station I Elev (FT) Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev Depth 1 Width Dia. -FT or I.D. ZL IPrs /Pip - - - - -I- -I -I -I - I- - - -1- - - - - - - - L /Elem ICh Slope I I SF Ave' HF (SE Dpth Froude N(Norm Dp "N" X -Fall ZR Type Ch * * * * * * * * *1 * * * * * * * ** * * * * * * ** ********* I********* lt* * * * * *I * * * * * * *1 * * * * * * * * *1 * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** I * * * * * ** I I ! I ! 1 I 1004.470 1667.410 2.290 1669.700 7.90 2.51 .10 1669.80 .00 1.00 .00 2.000 .000 .00 0 .0 - - - I- I I I I -- -I -- -- -- 1- 5.372 .0540 .0001 .00 2.29 .00 .25 .003 .00 .00 PIPE I I I I I I I 1009.842 1667.700 2.000 1669.700 7.90 2.51 .10 1669.80 .00 1.00 .00 2.000 .000 .00 0 .0 I - - - - -I- -I- -I -I- -!- - - -I- - - - - - - 1- 3.244 .0540 .0001 .00 2.00 .00 .25 .003 .00 .00 PIPE I I I I 1 I I 1013.086 1667.876 1.814 1669.690 7.90 2.64 .11 1669.80 .00 1.00 1.16 2.000 .000 .00 0 .0 I - - - - -I- - I- -1 -I 1 - - I - - -- -- 1 1.801 .0540 .0001 .00 1.81 .29 .25 .003 .00 .00 PIPE I 1 I I I I I 1014.886 1667.973 1.706 1669.679 7.90 2.77 .12 1669.80 .00 1.00 1.42 2.000 .000 .00 0 .0 I - - - - -I - I- -I -I -I- - - -I - - - - - - 1 1.410 .0540 .0001 .00 1.71 .34 .25 .003 .00 .00 PIPE I I I I I I I 1016.297 1668.049 1.618 1669.667 7.90 2.90 .13 1669.80 .00 1.00 1.57 2.000 .000 .00 0 .0 I -- - I I I I I -- -1 -- -- -- I- 1.203 .0540 .0001 .00 1.62 .39 .25 .003 .00 .00 PIPE I I 1 I I I 1 1017.500 1668.114 1.540 1669.654 7.90 3.04 .14 1669.80 .00 1.00 1.68 2.000 .000 .00 0 .0 I -- - I I I I I -- ! -- -- -- 1 1.031 .0540 .0001 .00 1.54 .43 .25 .003 .00 .00 PIPE I I I I I I I 1018.531 1668.170 1.470 1669.640 7.90 3.19 .16 1669.80 .00 1.00 1.77 2.000 .000 .00 0 .0 i -- - I I I I I -- -I- -- -- -- 1- .893 .0540 .0001 .00 1.47 .47 .25 .003 .00 .00 PIPE I I 1 I I I I 1019.424 1668.218 1.406 1669.624 7.90 3.35 .17 1669.80 .00 1.00 1.83 2.000 .000 .00 0 .0 ! - -- - I I I I I -- -I- -- -- -- 1- .790 .0540 .0001 .00 1.41 .52 .25 .003 .00 .00 PIPE I I I I I I I 1020.214 1668.261 1.346 1669.607 7.90 3.51 .19 1669.80 .00 1.00 1.88 2.000 .000 .00 0 .0 I -- -- I i- I I I -- -I -- -- -- 1- .665 .0540 .0001 .00 1.35 .56 .25 .003 .00 .00 PIPE -f-1:-/----"T-4----f MI :i WI ♦fka 71 Wi I f'l Irl, WI Wil WI WI 1E1 WI FILE: 8.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:16:16 SD- LATERAL 8 Q100 FROM LINE B TO CB 8 JN 126 -2004 wli 8.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * *. * * ** * * * * * * ** 1 Invert 1 Depth Water Q Vel Vel Energy Super !Critical Flow TopIHeight/ Base Wt No Wth Station I Elev I (FT) Elev (CFS) (FPS) Head Grd.E1. Elev 1 Depth Width IDia. -FT or I.D. ZL Prs /Pip - I - I - - - - - - - - - - - - - - - - - - - - - L/Elem ICh Slope 1 SF Ave HF SE DpthlFroude N Norm Dp I "N" X -Fall ZR Type Ch * * * * * * * * *1 * * * * * * * * *1 * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * ** * * * * * * * *1 * * * * * ** ** * * * ** * * * ** * * * * * ** I I 1 1 1020.879 1668.297 1.291 1669.588 7.90 3.68 .21 1669.80 .00 1.00 1.91 2.000 .000 .00 0 .0 - I - - I - - - - - - - - - - - - - - - - - - - - - .574 .0540 .0001 .00 1.29 .61 .25 .003 .00 .00 PIPE 1 1 I I 1021.453 1668.328 1.239 1669.567 7.90 3.86 .23 1669.80 .00 1.00 1.94 2.000 .000 .00 0 .0 - I- - I- - - - - - - -I- - - - - - - - - - - - - - .029 .0540 .0001 .00 1.24 .66 .25 .003 .00 .00 PIPE I I I I 1021.482 1668.329 1.191 1669.520 7.90 4.05 .25 1669.78 .00 1.00 1.96 2.000 .000 .00 0 .0 - I - - I - - - - - - - - - - - - - - - - I - - - - - - HYDRAULIC JUMP I I I I 1021.482 1668.329 .774 1669.103 7.90 7.04 .77 1669.87 .00 1.00 1.95 2,000 .000 .00 0 .0 - I - - - - - - - - - - - - - - - - - - - - - - .053 .0540 .0006 .00 .77 1.63 .25 .003 .00 .00 PIPE I I I I 1021.535 1668.332 .802 1669.134 7.90 6.70 .70 1669.83 .00 1.00 1.96 2.000 .000 .00 0 .0 - I- -I- - - - - - - -1- - - - - -I- - - - - - - - - .643 .0540 .0005 .00 .80 1.52 .25 .003 .00 .00 PIPE I I I I 1022.179 1668.367 .831 1669.198 7.90 6.39 .63 1669.83 .00 1.00 1.97 2.000 .000 .00 0 .0 - - I - - - - - - - - - - - - - - - - - - - - - .497 .0540 .0005 .00 .83 1.42 .25 .003 .00 .00 PIPE 1 1 I I 1022.676 1668.394 .862 1669.256 7.90 6.09 .58 1669.83 .00 1.00 1.98 2.000 .000 .00 0 .0 - I - - - - - - - - - - - - - - - - 1 - - - - - - .381 .0540 .0004 .00 .86 1.33 .25 .003 .00 .00 PIPE I 1 I 1 1023.057 1668.414 .894 1669.308 7.90 5.81 .52 1669.83 .00 1.00 1.99 2.000 .000 .00 0 .0 - I - - - - - - - - - - - - - - - - - - - - - .273 .0540 .0004 .00 .89 1.2.4 .25 .003 .00 .00 PIPE I I 1 1 1023.329 1668.429 .927 1669.356 7.90 5.54 .48 1669.83 .00 1.00 1.99 2.000 .000 .00 0 .0 - I - - - - - - - - - - - - - - - - - - - - - - .155 .0540 .0003 .00 .93 1.15 .25 .003 .00 .00 PIPE i. WA WA -. ._ 3M.'. i ! y ) i IL.., i Wry' - l i WA IVI FILE: 8.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:16:16 SD- LATERAL 8 Q100 FROM LINE B TO CB 8 JN 126 -2004 wli 8.wsw I Invert I Depth I Water Q I Vel Vel Energy ! Super Critical Flow ToplHeight /IBase Wt No Wth Station I Elev I (FT) I Elev (CFS) 1 (FPS) Head Grd.El.1 Elev Depth Width IDia. -FTlor I.D. ZL Prs /Pip i -I - I- - - - I - - - - - I- - - - - -I- -I- - - - L/Elem ICh Slope 1 I I SF Ave HF ISE Dpth Froude N Norm Dp I "N" 1 X -Fall ZR Type Ch ******* * *I * * * * * * * * *1 * * * * * * * *1 * * * * * * * ** * * * * * * * * *1 * * * * * * *1 *k * * * ** * * * * * * * * *I * * * * * ** + * * * * * ** * * * * * * * *I * * * * * * *I * * * * * ** * + * ** * * * * * ** I I 1 1 1 1 1 1023.484 1668.438 .962 1669.400 7.90 5.28 .43 1669.83 .00 1.00 2.00 2.000 .000 .00 0 .0 I I I -- - I - -I- -- - I- -- -- I I -- - .046 .0540 .0003 .00 .96 1.08 .25 .003 .00 .00 PIPE I I 1 I I 1 I 1023.530 1668.440 1.000 1669.440 7.90 5.03 .39 1669.83 .00 1.00 2.00 2.000 .000 .00 0 .0 ! - I- -I- - - - I- -I- - - -I- - - - - -I- -I- - - - WALL ENTRANCE I I I I I I I 1023.530 1668.440 1.571 1670.011 7.90 .50 .00 1670.01 .00 .27 10.00 4.500 10.000 .00 0 .0 I i i - - - - I- - - -I- - - - - -I- -I - - - FILE: 8.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 3:16: 7 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.500 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 8 HEADING LINE NO 2 IS - Q100 FROM LINE B TO CB 8 HEADING LINE NO 3 IS - JN 126 -2004 wli 8.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1004.470 1667.410 6 1669.700 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1023.530 1668.440 6 .003 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1023.530 1668.440 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1023.530 1668.440 9 1672.940 urn on urn 4 irri 17'1 or-1 1E72 10E2 10F1 IFS Irrl orri IFFI T1 SD- LATERAL 8 T2 Q100 FROM LINE B TO CB 8 T3 JN 126 -2004 wli 8.wsw SO 1004.4701667.410 6 1669.7 R 1023.5301668.440 6 .013 .000 .000 0 WE 1023.5301668.440 9 .500 .000 .000 0 SH 1023.5301668.440 9 1672.94 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.500 10.000 .000 .000 .00 Q 7.900 .0 111, 11111 Irmm) IF Irma Irri WTI 7 ! . FILE: c.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:35:39 SD- LATERAL C Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 JN 126 -2007 wli c.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q I Vel Vel Energy Super Critical Flow ToplHeight /IBase Wt No Wth Station Elev (FT) Elev (CFS) I (FPS) Head Grd.El. Elev Depth Width IDia. -FTlor I.D. ZL Prs /Pip - - -- -- -- - - -- -- -- -- - - -- - L/Elem Ch Slope 1 SF Ave HF SE Dpth Froude N Norm Dp I "N" I X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * * *1 * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * * *I * * * * * * *I * * * * * ** * * * ** * * * * * ** 1 I 1 1005.710 1669.120 .666 1669.786 7.50 8.20 1.04 1670.83 .00 .97 1.88 2.000 .000 .00 0 .0 - - -- -- -- - I - - -- -- -- -- - - -- - 14.080 .0192 .0192 .27 .67 2.07 .67 .013 .00 .00 PIPE 1 I I 1019.790 1669.390 .666 1670.056 7.50 8.20 1.04 1671.10 .04 .97 1.88 2.000 .000 .00 0 .0 - - -- -- -- - - -- -- -- -- - - -- - 12.053 .0192 .0192 .23 .71 2.07 .67 .013 .00 .00 PIPE I I I 1031.843 1669.622 .666 1670.288 7.50 8.20 1.04 1671.33 .04 .97 1.88 2.000 .000 .00 0 .0 - - -- -- -- -I- - -- -- -- -- -f- -1- -- - 58.637 .0192 .0192 1.13 .71 2.07 .67 .013 .00 .00 PIPE 1 1 1 1090.480 1670.750 .666 1671.416 7.50 8.19 1.04 1672.46 .00 .97 1.89 2.000 .000 .00 0 .0 - - -- -- -- - - -- -- -- -- - I - - -- - 76.420 .0192 .0192 1.47 .67 2.07 .67 .013 .00 .00 PIPE 1 I 1 1166.900 1672.217 .666 1672.883 7.50 8.19 1.04 1673.93 .00 .97 1.89 2.000 .000 .00 0 .0 - - -- -- -- -I -I -- -- -- -- - - I - -- - 61.317 .0192 .0187 1.15 .67 2.07 .67 .013 .00 .00 PIPE 1 1 I 1228.217 1673.395 .674 1674.069 7.50 8.04 1.00 1675.07 .00 .97 1.89 2.000 .000 .00 0 .0 - - -- -- -- - I - - -- - - -- -- - I - - -- - 32.198 .0192 .0171 .55 .67 2.02 .67 .013 .00 .00 PIPE I I I 1260.416 1674.013 .698 1674.711 7.50 7.67 .91 1675.62 .00 .97 1.91 2.000 .000 .00 0 .0 - - -- -- -- -1 -I- -- -- -- -- -I- -I- -- - 13.810 .0192 .0150 .21 .70 1.89 .67 .013 .00 .00 PIPE 1 I I 1274.225 1674.278 .723 1675.001 7.50 7.31 .83 1675.83 .00 .97 1.92 2.000 .000 .00 0 .0 - - - - - - - - - - - - - - - - - - - I - - - - - 8.181 .0192 .0131 .11 .72 1.76 .67 .013 .00 .00 PIPE 1 1 1 1282.406 1674.435 .749 1675.184 7.50 6.97 .76 1675.94 .00 .97 1.94 2.000 .000 .00 0 .0 - - - - - - - - -1- -1 - - - - - - - - -1- - 1- - - - 5.431 .0192 .0115 .06 .75 1.65 .67 .013 .00 .00 PIPE Uri Wil C . _ Wil 11W1 IVII F -1 r r--- r : i : 'i 117.71 IU1 WI # WI 1 FILE: c.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:35:39 SD- LATERAL C Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 JN 126 -2007 wli c.wsw ************************************ ** * *** ** * * * * * * * * ** *** * * * * * * **** ********* * * * * * * * * *** ** * * * * * * * * * * * * * * **** * * *** * * * * * * * *** * * *** * ** Invert Depth Water Q I Vel Vel Energy Super ICriticallFlow ToplHeight /IBase Wt No Wth Station Elev (FT) Elev (CFS) I (FPS) Head Grd.E1. Elev I Depth I Width IDia. -FTIor I.D. ZL Prs /Pip - - - - - - - - -I- -I- - - - - -I- -I- -I- -I- - - - L/Elem Ch Slope I SF Ave HF SE DpthlFroude NINorm Dp I "N" I X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * * *1 * * * * * * *1 * * * * * ** * * * * * * * ** ******* I** * * * * * *I * * * * * * * *I * * * * * * *I * * * * * ** * * * ** * * * * * ** I I I I I 1287.837 1674.539 .776 1675.315 7.50 6.65 .69 1676.00 .00 .97 1.95 2.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - - - -I- -I- -I- -I- - - - 3.788 .0192 .0101 .04 .78 1.54 .67 .013 .00 .00 PIPE I I I I I 1291.625 1674.612 .804 1675.416 7.50 6.34 .62 1676.04 .00 .97 1.96 2.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - - - -I- -1- -I- -I- - - - 2.591 .0192 .0089 .02 .80 1.44 .67 .013 .00 .00 PIPE I I I I I 1294.216 1674.662 .834 1675.496 7.50 6.04 .57 1676.06 .00 .97 1.97 2.000 .000 .00 0 .0 - I - - I - - I - -I - I - - I - - - - 1.892 .0192 .0078 .01 .83 1.34 .67 .013 .00 .00 PIPE I I I 1 I 1296.108 1674.698 .864 1675.562 7.50 5.76 .52 1676.08 .00 .97 1.98 2.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - - - -I- -I- -I- -I- - - - 1.142 .0192 .0069 .01 .86 1.25 .67 .013 .00 .00 PIPE I I 1 I I 1297.250 1674.720 .897 1675.617 7.50 5.49 .47 1676.09 .00 .97 1.99 2.000 .000 .00 0 .0 - - - - - - - - - I- - I- - - - - -I- -1- -I- -I- - - - 5.500 .0073 .0089 .05 .90 1.17 .94 .015 .00 .00 PIPE I I I I I 1302.750 1674.760 .875 1675.635 7.50 5.67 .50 1676.13 .00 .97 1.98 2.000 .000 .00 0 .0 - - - - - - - - - I- -I- - - - - - I- -I- - I- -I- - - - 42.460 .0070 .0070 .30 .88 1.22 .88 .013 .00 .00 PIPE I I I 1 I 1345.210 1675.057 .875 1675.932 7.50 5.67 .50 1676.43 .00 .97 1.98 2.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - - - -I- -I- -I- -I- - - - 38.095 .0070 .0073 .28 .88 1.22 .88 .013 .00 .00 PIPE I I I I I 1383.305 1675.323 .852 1676.175 7.50 5.88 .54 1676.71 .00 .97 1.98 2.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - - - -I- -I- -I- -I- - - - 18.181 .0070 .0082 .15 .85 1.29 .88 .013 .00 .00 PIPE I I I I I 1401.486 1675.450 .821 1676.271 7.50 6.17 .59 1676.86 .00 .97 1.97 2.000 .000 .00 0 .0 - - - - - - - - -I- -I- - - - - -I- -I- -I- -I- - - - 12.974 .0070 .0094 .12 .82 1.38 .88 .013 .00 .00 PIPE FILE: c.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:35:39 SD- LATERAL C Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 JN 126 -2007 wli c.wsw I Invert I Depth Water Q Vel Vel I Energy I Super CriticallFlow ToplHeight/ Base Wt INo Wth Station I Elev I (FT) Elev (CFS) (FPS) Head I Grd.El.l Elev Depth I Width IDia. -FT or I.D. ZL IPrs /Pip -I- - I- - - - - - - -I- -I- -I- - - -I- -I- - - - - -I L /Elem ICh Slope I SF Ave! HF ISE Dpth Froude NINorm Dp I "N" X -Fall ZR !Type Ch * * * * * * * * *1 * * * * * * * * *1 * * * * * * ** * * * * * * * ** * * * * * * * ** ** * * * * *I * * * * * * *I * * * * * * * * *I * * * * * ** * * * * * * * *I * * * * * * * *I * * * * * ** * * * * * ** * * * ** I * * * * * ** I I I I I I I 1414.459 1675.540 .793 1676.333 7.50 6.47 .65 1676.98 .00 .97 1.96 2.000 .000 .00 0 .0 -I- -I- - - - - - - -I- -I- -I- - - - I- -I- - - - - I 9.975 .0070 .0107 .11 .79 1.48 .88 .013 .00 .00 PIPE I I I I I I I 1424.434 1675.610 .765 1676.375 7.50 6.78 .71 1677.09 .00 .97 1.94 2.000 .000 .00 0 .0 -I- -I- - - - - - - -I- -I- -I- - - - I- -I- - - - - 1- 8.554 .0070 .0122 .10 .77 1.58 .88 .013 .00 .00 PIPE I I I I I I I 1432.988 1675.670 .738 1676.408 7.50 7.11 .79 1677.19 .00 .97 1.93 2.000 .000 .00 0 .0 - I- -I- - - - - - - -I- -I- -I- - - -I- -I- - - - - I 7.758 .0070 .0139 .11 .74 1.70 .88 .013 .00 .00 PIPE I I I I I I I 1440.746 1675.724 .713 1676.437 7.50 7.46 .86 1677.30 .00 .97 1.92 2.000 .000 .00 0 .0 - I- -I- - - - - - - -I- -I- -I- - - -I- -I- - - - - I 6.934 .0070 .0158 .11 .71 1.81 .88 .013 .00 .00 PIPE I I I I I I I 1447.680 1675.773 .688 1676.461 7.50 7.82 .95 1677.41 .00 .97 1.90 2.000 .000 .00 0 .0 - I- -I- - - - - - - -I- -I- -I- - - -I- -I- - - - - I 6.495 .0070 .0181 .12 .69 1.94 .88 .013 .00 .00 PIPE I I I I I I I 1454.175 1675.818 .665 1676.483 7.50 8.21 1.05 1677.53 .00 .97 1.88 2.000 .000 .00 0 .0 - I- -I- - - - - - - -I- -I- -I- - - -I- -I- - - - - I 6.005 .0070 .0206 .12 .67 2.08 .88 .013 .00 .00 PIPE I I I I I I I 1460.180 1675.860 .643 1676.502 7.50 8.61 1.15 1677.65 .10 .97 1.87 2.000 .000 .00 0 .0 - I- -I- - - - - - - -I- -I- -I- - - -I- - I- - - - - I 3.452 .0070 .0229 .08 .74 2.22 .87 .013 .00 .00 PIPE I I I I I I I 1463.632 1675.884 .629 1676.513 7.50 8.86 1.22 1677.73 .10 .97 1.86 2.000 .000 .00 0 .0 -I- - I- - - - - - - -I- - I- -I- - - - I- -I- - - - - I 5.393 .0070 .0256 .14 .73 2.31 .87 .013 .00 .00 PIPE I I I I I I I 1469.025 1675.922 .607 1676.529 7.50 9.29 1.34 1677.87 .11 .97 1.84 2.000 .000 .00 0 .0 - I- -I- - - - - - - -I- -I- -I- - - -I- -I- - - - - I 5.150 .0070 .0292 .15 .72 2.47 .87 .013 .00 .00 PIPE FILE: c.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:35:39 SD- LATERAL C Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 JN 126 -2007 wli c.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth I Water Q Vel Vel Energy I Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) I Elev (CFS) (FPS) Head Grd.E1.1 Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip - - -- -I- -- -- -I- -- -I- -- -I- -- -- -- - L/Elem Ch Slope I SF Ave HF ISE Dpth Froude N1Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * * *1 * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * * *I * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 1 1474.174 1675.958 .587 1676.546 7.50 9.75 1.48 1678.02 .12 .97 1.82 2.000 .000 .00 0 .0 - - -- -I- -- -- -I- -- - I- -- -I- -- -- -- - 4.845 .0070 .0334 .16 .71 2.64 .87 .013 .00 .00 PIPE 1 1 1 1479.020 1675.992 .567 1676.560 7.50 10.22 1.62 1678.18 .13 .97 1.80 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- - - -I- - - -I- - - - - - - - 4.611 .0070 .0381 .18 .70 2.82 .87 .013 .00 .00 PIPE 1 I I 1483.631 1676.025 .548 1676.573 7.50 10.72 1.79 1678.36 .14 .97 1.78 2.000 .000 .00 0 .0 I - I- - - -1- -I- -- -- -- - 4.394 .0070 .0436 .19 .69 3.02 .87 .013 .00 .00 PIPE I I 1 1488.025 1676.056 .530 1676.586 7.50 11.25 1.96 1678.55 .15 .97 1.77 2.000 .000 .00 0 .0 - - -- -I- -- -- -I -- -I- -- -I- -- -- -- - 4.171 .0070 .0498 .21 .68 3.22 .87 .013 .00 .00 PIPE I 1 1 1492.196 1676.085 .512 1676.597 7.50 11.80 2.16 1678.76 .17 .97 1.75 2.000 .000 .00 0 .0 - - -- -I- -- -- -I- -- -I- -- -I- -- -- -- - 3.990 .0070 .0569 .23 .68 3.44 .87 .013 .00 .00 PIPE 1 1 1 1496.186 1676.113 .495 1676.608 7.50 12.37 2.38 1678.98 .18 .97 1.73 2.000 .000 .00 0 .0 - - -- - I- -- -- -I- -- -I- -- -I- -- -- -- - 3.814 .0070 .0651 .25 .68 3.68 .87 .013 .00 .00 PIPE 1 1 1 1500.000 1676.140 .479 1676.619 7.50 12.98 2.61 1679.23 .20 .97 1.71 2.000 .000 .00 0 .0 - - -- - I- -- -- -I- -- -I- -- - I- -- -- -- - 17.230 .0760 .0662 1.14 .68 3.93 .47 .013 .00 .00 PIPE 1 I 1 1517.230 1677.450 .491 1677.941 7.50 12.53 2.44 1680.38 .00 .97 1.72 2.000 .000 .00 0 .0 - - -- -I- -- -- -I- -- - I- -- -I- -- -- -- - 6.728 .0761 .0609 .41 .49 3.74 .47 .013 .00 .00 PIPE I 1 1 1523.958 1677.962 .499 1678.461 7.50 12.24 2.33 1680.79 .00 .97 1.73 2.000 .000 .00 0 .0 - - -- -I- -- -- - I- -- -I- -- - I- -- -- -- - 9.351 .0761 .0553 .52 .50 3.63 .47 .013 .00 .00 PIPE Fri -I W R i I i RI I ' 1 R1 I W I :rI R I WI I C. I RI FILE: c.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:35:39 SD- LATERAL C 0100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 JN 126 -2007 wli c.wsw *****************************************4************************************************* * * * * * * * * ** * ** * *** * * * * ******* * ** * * ** ** ** Invert Depth I Water Q I Vel Vel I Energy Super Critical Flow Top Height/ Base Wtl No Wth Station Elev (FT) 1 Elev (CFS) I (FPS) Head I Grd.El. Elev Depth Width Dia. -FT or I.D.I ZL Prs /Pip - - - - -I- - - -I- - I- -I- - - - - - - - - - - -I- - L/Elem Ch Slope I I SF Avel HF SE Dpth Froude N Norm Dp "N" X -Fall1 ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * * *I * * * * * * * ** **** * * * * *I * * * * * * *I * * * * * * *I * * * * * * * ** * * * * * ** * * * * * * ** * * * * ** ** * * * * * ** * * * * * * *1 * * * ** * * * * * ** I I I I 1533.309 1678.673 .516 1679.189 7.50 11.67 2.12 1681.30 .00 .97 1.75 2.000 .000 .00 0 .0 - - - - -I- - - -I- -I- -I- - - - - - - - - - - -I- - 6.286 .0761 .0483 .30 .52 3.39 .47 .013 .00 .00 PIPE I I I I 1539.595 1679.151 .534 1679.685 7.50 11.13 1.92 1681.61 .00 .97 1.77 2.000 .000 .00 0 .0 - - - - -I- - - -I- -I- - I- - - - - - - - - - - -I- 4.642 .0761 .0423 .20 .53 3.18 .47 .013 .00 .00 PIPE I I I I 1544.237 1679.504 .552 1680.056 7.50 10.61 1.75 1681.80 .00 .97 1.79 2.000 .000 .00 0 .0 - - - - -I- - - -I- -I- -I- - - - - - - - - - - -I- - 3.580 .0761 .0370 .13 .55 2.97 .47 .013 .00 .00 PIPE I I I I 1547.817 1679.776 .571 1680.347 7.50 10.12 1.59 1681.94 .00 .97 1.81 2.000 .000 .00 0 .0 - - - - -1- - - -I- -I- -I- - - - - - - - - - - -I- - 2.848 .0761 .0324 .09 .57 2.78 .47 .013 .00 .00 PIPE I I I I 1550.666 1679.993 .591 1680.584 7.50 9.65 1.44 1682.03 .00 .97 1.83 2.000 .000 .00 0 .0 - - -- -I- -- - I- -I- - I- -- -- -- -- -- - I- - 2.312 .0761 .0283 .07 .59 2.60 .47 .013 .00 .00 PIPE I I I I 1552.977 1680.169 .612 1680.781 7.50 9.20 1.31 1682.09 .00 .97 1.84 2.000 .000 .00 0 .0 - - - - - I- - - - I- -I- -I- - - - - - - - - - - - I - 1.920 .0761 .0248 .05 .61 2.44 .47 .013 .00 .00 PIPE I I I I 1554.897 1680.315 .633 1680.948 7.50 8.77 1.19 1682.14 .00 .97 1.86 2.000 .000 .00 0 .0 - - - - -I- - - - I- -I- -I- - - - - - - - - - - -I- - 1.574 .0761 .0217 .03 .63 2.28 .47 .013 .00 .00 PIPE I I I I 1556.472 1680.435 .656 1681.091 7.50 8.36 1.09 1682.18 .00 .97 1.88 2.000 .000 .00 0 .0 - - - - -I- - - - I- -I- -I- - - - - - - - - - - -I- - 1.327 .0761 .0190 .03 .66 2.13 .47 .013 .00 .00 PIPE I I I 1 1557.799 1680.536 .679 1681.215 7.50 7.97 .99 1682.20 .00 .97 1.89 2.000 .000 .00 0 .0 - - - - -I- - - - I- -I- -I- - - - - - - - - - - -I- - 1.106 .0761 .0167 .02 .68 1.99 .47 .013 .00 .00 PIPE I FILE: c.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:35:39 SD- LATERAL C Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 JN 126 -2007 wli c.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** I Invert I Depth Water Q Vel Vel Energy Super Critical1Flow Top Height/ Base Wt No Wth Station I Elev I (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip - I- -I- -- -- -- -I- -- -- -- -I- -- -- -- - L/Elem ICh Slope I SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch * * * * * * * * *1 * * * * * * * * *1 * * * * * * ** * * * * * * * ** * * * * * * * ** * * * ** * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 1 1558.905 1680.620 .703 1681.323 7.50 7.60 .90 1682.22 .00 .97 1.91 2.000 .000 .00 0 .0 -I- -I- -- -- -- -I- -- -- -- -I- -- -- -- - .920 .0761 .0146 .01 .70 1.86 .47 .013 .00 .00 PIPE 1 1 1 1559.825 1680.690 .728 1681.418 7.50 7.25 .82 1682.23 .00 .97 1.92 2.000 .000 .00 0 .0 -1 -I- -- -- -- -I- -- -- -- -I- -- -- -- - .761 .0761 .0128 .01 .73 1.74 .47 .013 .00 .00 PIPE 1 I I 1560.586 1680.748 .754 1681.502 7.50 6.91 .74 1682.24 .00 .97 1.94 2.000 .000 .00 0 .0 -I -I- -- -- -- -I- -- -- -- -I- -- -- -- - .608 .0761 .0112 .01 .75 1.63 .47 .013 .00 .00 PIPE 1 1 1 1561.194 1680.794 .782 1681.576 7.50 6.59 .67 1682.25 .00 .97 1.95 2.000 .000 .00 0 .0 -I- -I- -- -- -- -I- -- -- -- -I- -- -- -- - .503 .0761 .0099 .00 .78 1.52 .47 .013 .00 .00 PIPE 1 1 1 1561.697 1680.832 .810 1681.642 7.50 6.28 .61 1682.25 .00 .97 1.96 2.000 .000 .00 0 .0 -I- - I- -- -- -- -I- -- -- -- -I- -- -- -- - .381 .0761 .0087 .00 .81 1.42 .47 .013 .00 .00 PIPE 1 1 1 1562.078 1680.861 .840 1681.701 7.50 5.99 .56 1682.26 .00 .97 1.97 2.000 .000 .00 0 .0 - I- - I- -- -- -- -I- -- -- -- -I- -- -- -- - .301 .0761 .0076 .00 .84 1.33 .47 .013 .00 .00 PIPE 1 1 1 1562.379 1680.884 .870 1681.754 7.50 5.71 .51 1682.26 .00 .97 1.98 2.000 .000 .00 0 .0 -I- -I- -- -- -- -I- -- -- -- -I- -- -- -- - .188 .0761 .0067 .00 .87 1.24 .47 .013 .00 .00 PIPE 1 1 1 1562.567 1680.898 .903 1681.801 7.50 5.44 .46 1682.26 .00 .97 1.99 2.000 .000 .00 0 .0 -I -I- -- -- -- -I- -- -- -- -I- -- -- -- - .126 .0761 .0059 .00 .90 1.15 .47 .013 .00 .00 PIPE 1 1 1 1562.693 1680.908 .936 1681.844 7.50 5.19 .42 1682.26 .00 .97 2.00 2.000 .000 .00 0 .0 - I- -I- -- -- -- -I- -- -- -- -I- -- -- -- - .027 .0761 .0052 .00 .94 1.08 .47 .013 .00 .00 PIPE Ilri Eri Irl litl , :_ WEI 11E1 l r - i ) - i Irv, WA lEll 1111 :. A LI IltA FILE: c.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:35:39 SD- LATERAL C Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 JN 126 -2007 wli c.wsw ******************************************************************************************* ** * * * * * ** * * * * * * * * * ** * + ** * * * * * ** * * * * * * ** Invert I Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt INo Wth Station Elev I (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL IPrs /Pip - - -I- -- -- -- -I- -- -- -- -I- -- -- -- -I L /Elem Ch Slope I SF Ave HF SE Dpth Froude NiNorm Dp "N" X -Fall ZR 'Type Ch * * * * * * * ** * * * * * * * * *1 * * * * * * ** * * * * * * * ** * * * * * * + ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** I * + * * * ** 1 I I 1562.720 1680.910 .973 1681.883 7.50 4.94 .38 1682.26 .00 .97 2.00 2.000 .000 .00 0 .0 - - -I -- -- -- -I- -- -- -- -I- -- -- -- (- WALL ENTRANCE I I I I 1562.720 1680.910 1.516 1682.426 7.50 .71 .01 1682.43 .00 .33 7.00 4.830 7.000 .00 0 .0 - I- -I- -- -- -- -I- -- -- -- -I- -- -- -- I- I 1 .1 t i 1E' I MEI Irl Ir1 I' 1 I - _1 In 1 « Iri 11E1 Ri 'I ILA ° °I Ir I Uri FILE: c.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 3:35:31 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.830 7.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL C HEADING LINE NO 2 IS - Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 HEADING LINE NO 3 IS - JN 126 -2007 wli c.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 1005.710 1669.120 6 1670.500 * ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.790 1669.390 6 .013 .000 .000 .000 0 * ELEMENT NO 3 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1090.480 1670.750 6 .013 89.999 45.003 .000 0 * ELEMENT NO 4 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1297.250 1674.720 6 .013 .000 .000 .000 0 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1302.750 1674.760 6 .015 .000 .000 .000 1 * ELEMENT NO 6 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1460.180 1675.860 6 .013 .000 .000 .000 0 * ELEMENT NO 7 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1500.000 1676.140 6 .013 45.000 - 50.700 .000 0 * ELEMENT NO 8 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1517.230 1677.450 6 .013 45.000 - 21.938 .000 0 * ELEMENT NO 9 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1562.720 1680.910 6 .013 .000 .000 .000 0 ELEMENT NO 10 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1562.720 1680.910 9 .500 * ELEMENT NO 11 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1562.720 1680.910 9 1685.750 mr i 1 l' 1 IVA 11L1 WA r1f 1 i 1'1 "`! orri '^] ILA WA mr-] Irl T1 SD- LATERAL C, T2 Q100 FROM LINE E IN TRACT 16874 TO CUL -DE -SAC TRACT 16875 T3 JN 126 -2007 wli c.wsw SO 1005.7101669.120 6 1670.5 R 1019.7901669.390 6 .013 .000 .000 0 R 1090.4801670.750 6 .013 45.003 .000 0 R 1297.2501674.720 6 .013 .000 .000 0 R 1302.7501674.760 6 .015 .000 .000 1 R 1460.1801675.860 6 .013 .000 .000 0 R 1500.0001676.140 6 .013 - 50.700 .000 0 R 1517.2301677.450 6 .013 - 21.938 .000 0 R 1562.7201680.910 6 .013 .000 .000 0 WE 1562.7201680.910 9 .500 SH 1562.7201680.910 9 1685.75 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.830 7.000 .000 .000 .00 Q 7.500 .0 FILE: 16.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:47:33 SD- LATERAL 16 0100 FROM LINE E TO CB 16 JN 126 -2004 wli 16.wsw Invert Depth Water Q Vel Vel Energy Super CriticallFlow ToplHeight /IBase Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width IDia. -FTIor I.D. ZL Prs /Pip - - -- -- -- -- -I- -- -- -- -I- -I- -I- -- - L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp I "N" I X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** ** * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** ** * * * * * *I * * * * * * * *I * * * * * * *I * * * * * ** * * * ** * * * * * ** I I I 1006.750 1671.190 .378 1671.568 7.30 17.69 4.86 1676.43 .00 .96 1.57 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I -I- -I- -- - 1.280 .1714 .0088 .01 .38 6.07 .19 .003 .00 .00 PIPE I I I 1008.030 1671.409 .384 1671.793 7.30 17.28 4.64 1676.43 .00 .96 1.58 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I - I- -I- -- - 2.500 .1714 .0080 .02 .38 5.88 .19 .003 .00 .00 PIPE I I I 1010.530 1671.838 .397 1672.235 7.30 16.48 4.22 1676.45 .00 .96 1.60 2.000 .000 .00 0 .0 - I- - - - - - - -I- -I- -I- - - - 2.251 .1714 .0070 .02 .40 5.51 .19 .003 .00 .00 PIPE I I I 1012.781 1672.224 .410 1672.634 7.30 15.71 3.83 1676.47 .00 .96 1.61 2.000 .000 .00 0 .0 - - - - -I- - - - - - - -I- -I- - I- - - - 2.019 .1714 .0061 .01 .41 5.16 .19 .003 .00 .00 PIPE I I I 1014.800 1672.570 .425 1672.995 7.30 14.98 3.48 1676.48 .00 .96 1.64 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I -I- - I- -- - .723 .1722 .0055 .00 .42 4.84 .19 .003 .00 .00 PIPE I I I 1015.523 1672.694 .430 1673.124 7.30 14.68 3.35 1676.47 .00 .96 1.64 2.000 .000 .00 0 .0 - - - - I - - - -I- - I- - I- - - - 1.731 .1722 .0050 .01 .43 4.70 .19 .003 .00 .00 PIPE I I I 1017.254 1672.992 .445 1673.438 7.30 14.00 3.04 1676.48 .00 .96 1.66 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- - I- -- - 1.560 .1722 .0044 .01 .45 4.41 .19 .003 .00 .00 PIPE I I I 1018.814 1673.261 .460 1673.721 7.30 13.35 2.77 1676.49 .00 .96 1.68 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I -I -I- -- - 1.399 .1722 .0038 .01 .46 4.13 .19 .003 .00 .00 PIPE I I I 1020.213 1673.502 .476 1673.978 7.30 12.73 2.52 1676.49 .00 .96 1.70 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -I- -- - 1.260 .1722 .0034 .00 .48 3.87 .19 .003 .00 .00 PIPE Los( E- le'4) • FILE: 16.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:47:33 SD- LATERAL 16 Q100 FROM LINE E TO CB 16 JN 126 -2004 wli 16.wsw ******************************************************************************************* * * * * * * * * * * * ** * * * * * * * * * * * * * * ** ** * * * * * * ** Invert Depth Water I Q Vel Vel I Energy I Super Critical Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev I (CFS) (FPS) Head I Grd.E1.I Elev Depth Width Dia. -FT or I.D. ZL Prs /Pip - - -- -- -I- -- -I- -I- -I- -- -- -- -- -- - L/Elem Ch Slope I SF Ave! HF ISE Dpth Froude N Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * * *I * * * * * * * ** ** * * * * *I * * * * * * *I * * * * * * * * *I * * * * * ** * * * * * * ** * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I I 1021.473 1673.719 .492 1674.211 7.30 12.14 2.29 1676.50 .00 .96 1.72 2.000 .000 .00 0 .0 - - - - - - -I- - - - I- -I -I- - - - - - - - - - - - 1.128 .1722 .0029 .00 .49 3.62 .19 .003 .00 .00 PIPE I I I 1022.601 1673.913 .509 1674.422 7.30 11.57 2.08 1676.50 .00 .96 1.74 2.000 .000 .00 0 .0 - - -- -- -I- -- -1- -I -I- -- -- -- -- -- - 1.008 .1722 .0026 .00 .51 3.39 .19 .003 .00 .00 PIPE I I I 1023.609 1674.087 .527 1674.614 7.30 11.03 1.89 1676.50 .00 .96 1.76 2.000 .000 .00 0 .0 - - -- -- -I- -- - I- -I - I- -- -- -- -- -- - .905 .1722 .0022 .00 .53 3.17 .19 .003 .00 .00 PIPE I 1 I 1024.514 1674.243 .545 1674.788 7.30 10.52 1.72 1676.51 .00 .96 1.78 2.000 .000 .00 0 .0 - - -- -- -I -- -I- -I- - I- -- -- -- -- -- - .806 .1722 .0020 .00 .55 2.97 .19 .003 .00 .00 PIPE I I 1 1025.320 1674.381 .564 1674.945 7.30 10.03 1.56 1676.51 .00 .96 1.80 2.000 .000 .00 0 .0 - - -- -- -I- -- -I- -I -I- -- -- -- -- -- - .722 .1722 .0017 .00 .56 2.78 .19 .003 .00 .00 PIPE I 1 I 1026.042 1674.506 .583 1675.089 7.30 9.56 1.42 1676.51 .00 .96 1.82 2.000 .000 .00 0 .0 - - - - - - -I- - - -I- -I- - I- - - - - - - - - - - - .633 .1722 .0015 .00 .58 2.60 .19 .003 .00 .00 PIPE I I I 1026.675 1674.615 .604 1675.219 7.30 9.12 1.29 1676.51 .00 .96 1.84 2.000 .000 .00 0 .0 - - -- -- -I- -- -I- -1 - I- -- -- -- -- -- - .564 .1722 .0013 .00 .60 2.43 .19 .003 .00 .00 PIPE I 1 1 1027.239 1674.712 .625 1675.337 7.30 8.69 1.17 1676.51 .00 .96 1.85 2.000 .000 .00 0 .0 - - -- -- -I- -- -I- -I - I- -- -- -- -- -- - .495 .1722 .0012 .00 .63 2.28 .19 .003 .00 .00 PIPE I I 1 1027.734 1674.797 .647 1675.444 7.30 8.29 1.07 1676.51 .00 .96 1.87 2.000 .000 .00 0 .0 - - -- -- -I- -- -I- -I -I- -- -- -- -- -- - .432 .1722 .0010 .00 .65 2.13 .19 .003 .00 .00 PIPE 11r1 1E71 11 1 1111 IL 1 11L1 Irr Irri it- i 11!'l 11E1 Mill ILA Itil 11E4 ILA 11E1 IL 1 IL I FILE: 16.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:47:33 SD- LATERAL 16 Q100 FROM LINE E TO CB 16 JN 126 -2004 wli 16.wsw •****************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** I Invert Depth Water I Q Vel Vel 1 Energy I Super CriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev (FT) Elev I (CFS) (FPS) Head I Grd.El.I Elev Depth I Width (Dia. -FTIor I.D.I ZL IPrs /Pip - I - - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - - I L /Elem ICh Slope I SF Ave' HF ISE Dpth Froude NINorm Dp I "N" I X -Fall) ZR IType Ch * * * * * * * * *1 * * * * * * * ** * * * * * * ** * * * * * * * * *I * * * * * * * ** ** * * * * *I * * * * * * *I * * * * * * * * *I * * * * * ** ******** I * * * * * * * *I * * * * * * *I * * * * * * *I * * * ** I * * * * * ** I I I I I I I I I 1028.166 1674.871 .670 1675.541 7.30 7.90 .97 1676.51 .00 .96 1.89 2.000 .000 .00 0 .0 - 1 - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - 1 .375 .1722 .0009 .00 .67 1.99 .19 .003 .00 .00 PIPE I I I I I I I I I 1028.541 1674.936 .694 1675.630 7.30 7.54 .88 1676.51 .00 .96 1.90 2.000 .000 .00 0 .0 - I - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - 1 .328 .1722 .0008 .00 .69 1.86 .19 .003 .00 .00 PIPE I I I I I I I I I 1028.869 1674.992 .718 1675.710 7.30 7.18 .80 1676.51 .00 .96 1.92 2.000 .000 .00 0 .0 - I - - - - - I - - - - I - - I - - I - - - - 1 - - I - - I - - I - 1 .273 .1722 .0007 .00 .72 1.74 .19 .003 .00 .00 PIPE I I I I I I I I I 1029.142 1675.039 .744 1675.783 7.30 6.85 .73 1676.51 .00 .96 1.93 2.000 .000 .00 0 .0 - I - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - 1 .229 .1722 .0006 .00 .74 1.63 .19 .003 .00 .00 PIPE I I I I I I I I I 1029.371 1675.079 .771 1675.850 7.30 6.53 .66 1676.51 .00 .96 1.95 2.000 .000 .00 0 .0 - I - - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - 1 .188 .1722 .0005 .00 .77 1.52 .19 .003 .00 .00 PIPE I I I I I I I I I 1029.558 1675.111 .799 1675.910 7.30 6.23 .60 1676.51 .00 .96 1.96 2.000 .000 .00 0 .0 - I - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - 1 .150 .1722 .0005 .00 .80 1.42 .19 .003 .00 .00 PIPE I I I I I I I I I 1029.708 1675.137 .828 1675.965 7.30 5.94 .55 1676.51 .00 .96 1.97 2.000 .000 .00 0 .0 - I - - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - 1 .115 .1722 .0004 .00 .83 1.32 .19 .003 .00 .00 PIPE I I I I I I I I I 1029.823 1675.156 .858 1676.015 7.30 5.66 .50 1676.51 .00 .96 1.98 2.000 .000 .00 0 .0 - I - - - - - - I - - - - I - - I - - I - - - - I - - I - - I - - I - 1 .077 .1722 .0004 .00 .86 1.24 .19 .003 .00 .00 PIPE I I I I I I I I I 1029.901 1675.170 .890 1676.060 7.30 5.40 .45 1676.51 .00 .96 1.99 2.000 .000 .00 0 .0 - I - - - - - - I - - - - I - - I - - 1 - - - - 1 - - I - - I - - I - 1 .047 .1722 .0003 .00 .89 1.15 .19 .003 .00 .00 PIPE x1 �.I W WA ' I WA IF .I ] WA WA IL' l WI WI ILA Wil WA IVI WA WI FILE: 16.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 3:47:33 SD- LATERAL 16 Q100 FROM LINE E TO CB 16 JN 126 -2004 wli 16.wsw Invert Depth Water Q Vel Vel I Energy Super Critical Flow Top Height /IBase Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.El. Elev Depth Width Dia. -FTIor I.D. ZL Prs /Pip L /Elem Ch Slope SF Avel HF SE Dpth Froude N Norm Dp "N" I X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * *1 * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * ** * * * * * * *1 * * * * * ** * * * ** * * * * * ** 1 1 1029.948 1675.178 .923 1676.101 7.30 5.15 .41 1676.51 .00 .96 1.99 2.000 .000 .00 0 .0 .012 .1722 .0003 .00 .92 1.08 .19 .003 .00 .00 PIPE I 1 1029.960 1675.180 .959 1676.139 7.30 4.90 .37 1676.51 .00 .96 2.00 2.000 .000 .00 0 .0 WALL ENTRANCE 1 1 I 1029.960 1675.180 1.492 1676.672 7.30 .70 .01 1676.68 .00 .32 7.00 4.550 7.000 .00 0 .0 I -- -- -- -- -I- -I- -- -- -- -- -I- -- - FILE: 16.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 3:47:25 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 7.L ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.550 7.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 16 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB 16 HEADING LINE NO 3 IS - JN 126 -2004 wli 16.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1006.750 1671.190 6 1671.100 ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.800 1672.570 6 .003 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1029.960 1675.180 6 .003 .000 .000 .000 0 ELEMENT NO 4 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1029.960 1675.180 9 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1029.960 1675.180 9 1679.730 T1 SD- LATERAL 16 T2 Q100 FROM LINE E TO CB 16 T3 JN 126 -2004 wli 16.wsw SO 1006.7501671.190 6 1671.1 R 1014.8001672.570 6 .013 .000 .000 0 R 1029.9601675.180 6 .013 .000 .000 0 WE 1029.9601675.180 9 .500 .000 .000 0 SH 1029.9601675.180 9 1679.73 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.550 7.000 .000 .000 .00 Q 7.300 .0 `.: -a "_ 1 Irl Wil A r - ) t ' T 1 1 WI RA i 1`11 WAI 1 RI FILE: 20.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5 -11 -2005 Time:12:45:58 SD- LATERAL 20 $100 FROM LINE E TO TRACT 17040 JN 126 -2004 wli 20.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height /IBase Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia. -FTIor I.D. ZL Prs /Pip L /Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" I X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * * *I * * * * * ** * * * ** * * * * * ** I I 1005.420 1679.830 2.970 1682.800 8.00 2.55 .10 1682.90 .00 1.01 .00 2.000 .000 .00 0 .0 27.990 .0100 .0013 .04 2.97 .00 .82 .013 .00 .00 PIPE I I 1033.410 1680.110 2.725 1682.835 8.00 2.55 .10 1682.94 .00 1.01 .00 2.000 .000 .00 0 .0 35.340 .0099 ) .0013 .04 .00 .00 .82 .013 .00 .00 PIPE I I 1068.750 1680.460 2.434 1682.894 8.00 2.55 .10 1682.99 .00 1.01 .00 2.000 .000 .00 0 .0 13.560 .0103 .0013 .02 2.43 .00 .81 .013 .00 .00 PIPE I I 1082.310 1680.600 2.311 1682.911 8.00 2.55 .10 1683.01 .00 1.01 .00 2.000 .000 .00 0 .0 L ; 4 Tt �O Ell WA I" V I L i lill Sy ° I t 1 1 1 1 - l L` 7 l t"` I FA 171 L" IA l FILE: 20.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5 -11 -2005 Time:12:45:50 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 20 HEADING LINE NO 2 IS - Q100 FROM LINE E TO TRACT 17040 HEADING LINE NO 3 IS - JN 126 -2004 wli 20.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1005.420 1679.830 6 1682.800 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.410 1680.110 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1068.750 1680.460 6 .013 45.000 44.996 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1082.310 1680.600 6 .013 .000 .000 .000 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1082.310 1680.600 6 1688.000 T1 SD- LATERAL 20 T2 Q100 FROM LINE E TO TRACT 17040 T3 JN 126 -2004 wli 20.wsw SO 1005.4201679.830 6 1682.8 R 1033.4101680.110 6 .013 .000 .000 0 R 1068.7501680.460 6 .013 44.996 .000 0 R 1082.3101680.600 6 .013 .000 .000 0 SH 1082.3101680.600 6 1688.0 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 ' 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 Q 8.000 .0 Irl WA W.1 IV I A ri t" " l u U I W I ri " " , ` W ... I rl uri W a IIVII FILE: 17.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4: 5: 1 SD- LATERAL 17 Q100 FROM LINE E TO CB 17 JN 126 -2004 wli 16.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** I Invert I Depth Water I Q I Vel Vel Energy Super Critical Flow ToplHeight /IBase Wt No Wth Station I Elev I (FT) Elev I (CFS) I (FPS) Head Grd.El. Elev Depth Width IDia. -FTIor I.D. ZL Prs /Pip - I I I - - I - - - - - - - - - -I- -I- - - - L/Elem ICh Slope I I I SF Ave HF SE Dpth Froude N Norm Dp I "N" I X -Fall ZR Type Ch * * * * * * * * *I * * * * * * * * *I * * * * * * ** **** * * * * *I * * * * * * * * *I * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * * *I * * * * * * *I * * * * * ** * * * ** * * * * * ** I I I I I I 1002.160 1680.540 1.460 1682.000 1.40 .57 .01 1682.01 .00 .41 1.78 2.000 .000 .00 0 .0 - I - - -I -I- -I - - - - - - - - - - - - - .523 .1210 .0000 .00 1.46 .09 .09 .003 .00 .00 PIPE I I I I I I 1002.683 1680.603 1.396 1682.000 1.40 .60 .01 1682.01 .00 .41 1.84 2.000 .000 .00 0 .0 - I- -I- - - -I- -I- -I - - - - - - - - -I- -I- - - - .475 .1210 .0000 .00 1.40 .09 .09 .003 .00 .00 PIPE I I I I I I 1003.158 1680.661 1.338 1681.999 1.40 .63 .01 1682.01 .00 .41 1.88 2.000 .000 .00 0 .0 I I - - -I- -I- -I- - - - - - - - - - -I- - - - .449 .1210 .0000 .00 1.34 .10 .09 .003 .00 .00 PIPE I I I I I I 1003.607 1680.715 1.283 1681.998 1.40 .66 .01 1682.01 .00 .41 1.92 2.000 .000 .00 0 .0 - I- - - - - - - - - - - - - - - -I- -I - - - .416 .1210 .0000 .00 1.28 .11 .09 .003 .00 .00 PIPE I I I I I I 1004.023 1680.766 1.232 1681.998 1.40 .69 .01 1682.01 .00 .41 1.95 2.000 .000 .00 0 .0 I - - I I I - - - - - - -I- -I- - - - .399 .1210 .0000 .00 1.23 .12 .09 .003 .00 .00 PIPE I I I I I I 1004.422 1680.814 1.183 1681.997 1.40 .72 .01 1682.01 .00 .41 1.97 2.000 .000 .00 0 .0 - I - - -I -I- -I- - - - - - - - - -I- -I - - - .365 .1210 .0000 .00 1.18 .13 .09 .003 .00 .00 PIPE I I I I I I 1004.787 1680.858 1.138 1681.996 1.40 .76 .01 1682.01 .00 .41 1.98 2.000 .000 .00 0 .0 - I - - - -I- -I- -I - - - - - - - - -I -I- - - - .356 .1210 .0000 .00 1.14 .14 .09 .003 .00 .00 PIPE I I I I I I 1005.143 1680.901 1.094 1681.995 1.40 .80 .01 1682.01 .00 .41 1.99 2.000 .000 .00 0 .0 - - - - -I- -I- -I- - - - - - - - - - - - - - .331 .1210 .0000 .00 1.09 .15 .09 .003 .00 .00 PIPE I I I I I I 1005.474 1680.941 1.053 1681.994 1.40 .83 .01 1682.01 .00 .41 2.00 2.000 .000 .00 0 .0 I - - - - -I- -I -I- - - - - - - - - -I- -I- - - - .313 .1210 .0000 .00 1.05 .16 .09 .003 .00 .00 PIPE L A F: y( C IF7 l lirl IF - 1 1r i IlEA liv I 1U ,1 ir..... i r' 1 1 Ir .. 1 f ' v 1 1r 1 r- i IL ..1 , 1 1E1 FILE: 17.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4: 5: 1 SD- LATERAL 17 Q100 FROM LINE E TO CB 17 JN 126 -2004 wli 16.wsw Invert I Depth I Water 1 Q Vel Vel Energy Super CriticallFlow ToplHeight /IBase Wt INo Wth Station Elev 1 (FT) I Elev I (CFS) (FPS) Head Grd.El. Elev Depth 1 Width IDia. -FTIor I.D. ZL IPrs /Pip - - -I- -I- -I- - - -I- - - - - - - -I -I- - I- - - - L /Elem Ch Slope I I I SF Ave HF SE Dpth Froude NINorm Dp 1 "N" 1 X -Fall ZR 1Type Ch * * * * * * * ** ******* * *I * * * * * * * *1 * * * * * * * * *I * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** ** * * * * * *I * * * * * * * *I * * * * * * *I * * * * * ** ** * ** 1 * * * * * ** 1 I I I I I 1 1005.787 1680.979 1.014 1681.993 1.40 .87 .01 1682.01 .00 .41 2.00 2.000 .000 .00 0 .0 - - -1 -1 -I - - -1- - - - - - - -1- -1- - I- - - 1 .296 .1210 .0000 .00 1.01 .17 .09 .003 .00 .00 PIPE I I I I 1 I 1 1006.083 1681.015 .977 1681.992 1.40 .92 .01 1682.01 .00 .41 2.00 2.000 .000 .00 0 .0 - I I I - - -I- - - - - - - - I- -I- - 1- - - 1 .202 .1210 .0000 .00 .98 .19 .09 .003 .00 .00 PIPE I I I I I I I 1006.285 1681.039 .941 1681.980 1.40 .96 .01 1681.99 .00 .41 2.00 2.000 .000 .00 0 .0 - - -I- -1- -1- - - - I - - - - - - - -I- -I- -I- - - 1_ HYDRAULIC JUMP I I 1 I I I I 1006.285 1681.039 .138 1681.177 1.40 14.78 3.39 1684.57 .00 .41 1.01 2.000 .000 .00 0 .0 - - -I- -I- -I- - - -I- - - - - - - -I- -I - I- - - !- 1.787 .1210 .0207 .04 .14 8.52 .09 .003 .00 .00 PIPE 1 I 1 1 1 I I 1008.071 1681.255 .143 1681.398 1.40 13.99 3.04 1684.44 .00 .41 1.03 2.000 .000 .00 0 .0 - - - I- -1- -I- - - - I- - - - - - - -I- - 1- - 1- - - I 2.641 .1210 .0179 .05 .14 7.92 .09 .003 .00 .00 PIPE 1 I I I 1 I 1 1010.712 1681.575 .147 1681.722 1.40 13.34 2.76 1684.49 .00 .41 1.04 2.000 .000 .00 0 .0 - - -I- -i- -I- - - -I- - - - - - - - I- -1- -I- - - 1- 2.335 .1210 .0156 .04 .15 7.42 .09 .003 .00 .00 PIPE I I I I I I 1 1013.048 1681.858 .152 1682.010 1.40 12.72 2.51 1684.52 .00 .41 1.06 2.000 .000 .00 0 .0 - - -I- -I -I- - - -I - - - - - - - I- -I- -I- - - I 2.080 .1210 .0136 .03 .15 6.96 .09 .003 .00 .00 PIPE I I I 1 I I I 1015.127 1682.109 .157 1682.267 1.40 12.13 2.28 1684.55 .00 .41 1.08 2.000 .000 .00 0 .0 - - - I- -I- -I- - - -I- - - - - - - - I- -I- -I - - 1- 1.848 .1210 .0119 .02 .16 6.53 .09 .003 .00 .00 PIPE 1 1 I 1 I 1 I 1016.975 1682.333 .163 1682.496 1.40 11.57 2.08 1684.57 .00 .41 1.09 2.000 .000 .00 0 .0 - - - I - - 1 - -I - - -I- - - - - - - - I- -I- -I- - - I 1.661 .1210 .0104 .02 .16 6.13 .09 .003 .00 .00 PIPE FILE: 17.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4: 5: 1 SD- LATERAL 17 Q100 FROM LINE E TO CB 17 JN 126 -2004 wli 16.wsw Invert Depth Water Q Vel Vel I Energy Super CriticallFlow Top Height/ Base WtI INo Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.E1. Elev Depth I Width Dia. -FT or I.D.I ZL IPrs /Pip - - -- -- -- -- -I- -I- -- -- -I- -- -- -I- -I L /Elem Ch Slope SF Avel HF SE Dpth Froude NINorm Dp "N" X -Fall) ZR 'Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * *1 * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * * *1 * * * ** l * * * * * ** I I I I 1018.636 1682.534 .168 1682.702 1.40 11.03 1.89 1684.59 .00 .41 1.11 2.000 .000 .00 0 .0 - - - - - - - - - - - I- -I- - - - - - I- - - - - -I- 1- 1.488 .1210 .0090 .01 .17 5.75 .09 .003 .00 .00 PIPE I I I I 1020.123 1682.714 .173 1682.887 1.40 10.51 1.72 1684.60 .00 .41 1.12 2.000 .000 .00 0 .0 - - -- -- -- -- - I- -I -- -- - I- -- -- -I- 1- 1.326 .1210 .0079 .01 .17 5.39 .09 .003 .00 .00 PIPE I I I I 1021.449 1682.875 .179 1683.054 1.40 10.03 1.56 1684.61 .00 .41 1.14 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -I- -- -- -I- -- -- -I- I 1.190 .1210 .0069 .01 .18 5.05 .09 .003 .00 .00 PIPE I I I I 1022.639 1683.019 .185 1683.204 1.40 9.56 1.42 1684.62 .00 .41 1.16 2.000 .000 .00 0 .0 - - - - - - - - - - -I- -I- - - - - -I- - - - - -I- 1- 1.069 .1210 .0060 .01 .19 4.74 .09 .003 .00 .00 PIPE I I I I 1023.708 1683.148 .191 1683.339 1.40 9.11 1.29 1684.63 .00 .41 1.18 2.000 .000 .00 0 .0 - - - - - - - - - - -I- -I- - - - - -I- - - - - -I- 1 .952 .1210 .0052 .00 .19 4.44 .09 .003 .00 .00 PIPE I I I I 1024.660 1683.263 .198 1683.462 1.40 8.69 1.17 1684.63 .00 .41 1.19 2.000 .000 .00 0 .0 - - - - - - - - - - -I- -I - - - - - I- - - - - -I 1- .864 .1210 .0046 .00 .20 4.17 .09 .003 .00 .00 PIPE I I I I 1025.524 1683.368 .204 1683.572 1.40 8.29 1.07 1684.64 .00 .41 1.21 2.000 .000 .00 0 .0 - - -- -- -- -- -I -I- -- -- - 1- -- -- -1- 1- .768 .1210 .0040 .00 .20 3.91 .09 .003 .00 .00 PIPE I I I I 1026.292 1683.461 .211 1683.672 1.40 7.90 .97 1684.64 .00 .41 1.23 2.000 .000 .00 0 .0 - - - - - - - - - - -I -I - - - - -I- - - - - -I 1- .690 .1210 .0035 .00 .21 3.67 .09 .003 .00 .00 PIPE I I I I 1026.981 1683.544 .218 1683.763 1.40 7.53 .88 1684.64 .00 .41 1.25 2.000 .000 .00 0 .0 - - - - - - - - - - -I- -I- - - - - -I- - - - - -I 1- .619 .1210 .0030 .00 .22 3.44 .09 .003 .00 .00 PIPE FILE: 17.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4: 5: 1 SD- LATERAL 17 0100 FROM LINE E TO CB 17 JN 126 -2004 wli 16.wsw * * * * * * * *** * * ** **** ************************************************************************* * * * * * ** * ** ** * * * ** ** * * * * * **4*4** ** ** * *** Invert I Depth Water Q Vel Vel Energy Super Critical1Flow Top Height /1Base Wt INo Wth Station Elev I (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth 1 Width Dia. -FTIor I.D. ZL IPrs /Pip - - -I- - - - - - - -I - - - - - - -1- - - -I- - - - L /Elem Ch Slope 1 SF Ave HF SE Dpth Froude NINorm Dp "N" I X -Fall ZR IType Ch * * * * * * * ** * * * * * * * * *I * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *l * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * * *I * * * * * ** * * * ** I * * * * * ** I I I I 1027.601 1683.619 .225 1683.844 1.40 7.18 .80 1684.65 .00 .41 1.26 2.000 .000 .00 0 .0 - - -I- - - - - - - -I- - - - - - - -I- - - -I- - - 1- .556 .1210 .0026 .00 .23 3.22 .09 .003 .00 .00 PIPE 1 I I 1 1028.156 1683.687 .232 1683.919 1.40 6.85 .73 1684.65 .00 .41 1.28 2.000 .000 .00 0 .0 I - -I- - - - - - - -1- - - -I- - - 1- .490 .1210 .0023 .00 .23 3.02 .09 .003 .00 .00 PIPE 1 I I 1 1028.646 1683.746 .240 1683.986 1.40 6.53 .66 1684.65 .00 .41 1.30 2.000 .000 .00 0 .0 - - -1- - - - - - - -I- - - - - - - -I- - - -1- - - 1- .438 .1210 .0020 .00 .24 2.83 .09 .003 .00 .00 PIPE I I I 1 1029.085 1683.799 .248 1684.047 1.40 6.22 .60 1684.65 .00 .41 1.32 2.000 .000 .00 0 .0 I - 1 - - - - - - - -1- - - - I- - - 1- .391 .1210 .0018 .00 .25 2.66 .09 .003 .00 .00 PIPE 1 I I 1 1029.476 1683.846 .256 1684.103 1.40 5.94 .55 1684.65 .00 .41 1.34 2.000 .000 .00 0 .0 - - -I- - - - - - - -I - - - - - - -I- - - -I- - - 1- .341 .1210 .0015 .00 .26 2.49 .09 .003 .00 .00 PIPE 1 I I I 1029.817 1683.888 .265 1684.153 1.40 5.66 .50 1684.65 .00 .41 1.36 2.000 .000 .00 0 .0 - - -I- - - - - I I I 1 .302 .1210 .0013 .00 .27 2.34 .09 .003 .00 .00 PIPE I I I I 1030.120 1683.924 .274 1684.198 1.40 5.40 .45 1684.65 .00 .41 1.38 2.000 .000 .00 0 .0 - - -I- -- -- -- -I- -- -- -- -I- -- -I -- 1- .268 .1210 .0012 .00 .27 2.19 .09 .003 .00 .00 PIPE 1 1 1 1 1030.387 1683.957 .283 1684.240 1.40 5.14 .41 1684.65 .00 .41 1.39 2.000 .000 .00 0 .0 - - - 1- - - - - - - -I- - - - - - - -I- - - -I- - - 1- .236 .1210 .0010 .00 .28 2.05 .09 .003 .00 .00 PIPE 1 I I 1 1030.624 1683.985 .292 1684.277 1.40 4.91 .37 1684.65 .00 .41 1.41 2.000 .000 .00 0 .0 - - -I - - - -I- - - - - - - -I - - -I- - - 1- .199 .1210 .0009 .00 .29 1.92 .09 .003 .00 .00 PIPE FILE: 17.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4: 5: 1 SD- LATERAL 17 Q100 FROM LINE E TO CB 17 JN 126 -2004 wli 16.wsw ****************** * * * * * * * * * * * * * * * * * * * ** * **** * **** *irk* ** ** * ***** **F * ***** ** ********* ******** * * * * * * **** ** ****** ***** * * * * * *** *** ***4* Invert 1 Depth Water Q I Vel Vel I Energy Super 'Critical Flow Top Height/ Base Wt No Wth Station Elev 1 (FT) Elev (CFS) 1 (FPS) Head 1 Grd.E1. Elev 1 Depth Width Dia. -FT or I.D. ZL Prs /Pip - - - I- - - - - -I- -I -I- - - -I - - - - - - - - - L/Elem Ch Slope 1 I SF Avel HF SE DpthlFroude N Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * * *1 * * * * * * ** * * * * * * * ** **** * * * * *I * * * * * * *I * * * * * * *I * * * * * * * ** * * * * * * *I * * * * * * ** * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 1 1 1030.823 1684.009 .302 1684.312 1.40 4.68 .34 1684.65 .00 .41 1.43 2.000 .000 .00 0 .0 - - -I- - - - - -I- -I- -I- - - -I - - - - - - - - - .174 .1210 .0008 .00 .30 1.80 .09 .003 .00 .00 PIPE 1 1 1 1 1030.997 1684.030 .312 1684.343 1.40 4.46 .31 1684.65 .00 .41 1.45 2.000 .000 .00 0 .0 - - -1- -- -- -1 -1- -I- -- -I -- -- -- -- - .142 .1210 .0007 .00 .31 1.69 .09 .003 .00 .00 PIPE 1 1 I I 1031.138 1684.048 .323 1684.371 1.40 4.25 .28 1684.65 .00 .41 1.47 2.000 .000 .00 0 .0 - - -I- - - - - -I- -1- -I- - - -1 - - - - - - - - - .120 .1210 .0006 .00 .32 1.58 .09 .003 .00 .00 PIPE 1 1 1 1 1031.259 1684.062 .334 1684.396 1.40 4.05 .26 1684.65 .00 .41 1.49 2.000 .000 .00 0 .0 - - -1- - - - - -I- -I- -1- - - -I - - - - - - - - - .101 .1210 .0005 .00 .33 1.48 .09 .003 .00 .00 PIPE 1 1 1 1 1031.360 1684.074 .345 1684.420 1.40 3.87 .23 1684.65 .00 .41 1.51 2.000 .000 .00 0 .0 - - -I- - - - - -1- -1- - I- - - -I- - - - - - - - - - .084 .1210 .0005 .00 .35 1.39 .09 .003 .00 .00 PIPE 1 1 1 1 1031.444 1684.085 .356 1684.441 1.40 3.69 .21 1684.65 .00 .41 1.53 2.000 .000 .00 0 .0 - - -I- - - - - - I- -I - I- - - -I - - - - - - - - - .051 .1210 .0004 .00 .36 1.30 .09 .003 .00 .00 PIPE 1 1 1 1 1031.495 1684.091 .369 1684.460 1.40 3.51 .19 1684.65 .00 .41 1.55 2.000 .000 .00 0 .0 - - -1- - - - - -I- -I- -1- - - -I - - - - - - - - - .045 .1210 .0003 .00 .37 1,22 .09 .003 .00 .00 PIPE 1 1 1 1 1031.540 1684.096 .381 1684.477 1.40 3.35 .17 1684.65 .00 .41 1.57 2.000 .000 .00 0 .0 - - -I- - - - - -I -I- -I - - -I - - - - - - - - - .024 .1210 .0003 .00 .38 1.14 .09 .003 .00 .00 PIPE 1 1 1 1 1031.563 1684.099 .394 1684.493 1.40 3.19 .16 1684.65 .00 .41 1.59 2.000 .000 .00 0 .0 - - - I- - - - - -I- - I- -I - - -I - - - - - - - - - .007 .1210 .0003 .00 .39 1.07 .09 .003 .00 .00 PIPE IFFI ir -1 Itri 'i1 lirl 1113 1111 Mal Ilrl .1 tom"° 1 : WI MEI III1 LI Irri WI 111 --' FILE: 17.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4: 5: 1 SD- LATERAL 17 Q100 FROM LINE E TO CB 17 JN 126 -2004 wli 16.wsw Invert Depth Water I Q I Vel Vel Energy Super Critical(Flow Top Height /IBase Wtl INo Wth Station Elev (FT) Elev I (CFS) I (FPS) Head Grd.E1. Elev Depth I Width Dia. -FTIor I.D.1 ZL IPrs /Pip - - - - - - -I- -I -I- - - - - - - -I- - - -I- -I -I L /Elem Ch Slope I I SF Ave HF SE Dpth Froude NINorm Dp "N" I X -Fa111 ZR IType Ch * * * * * * * ** * * * * * * * ** * * * * * * ** **** * * * * *1 * * * * * * * * *1 * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * * *I * * * * * * *l * * * ** l * * * * * ** 1 1 1 I 1 1 1031.570 1684.100 .409 1684.509 1.40 3.03 .14 1684.65 .00 .41 1.61 2.000 .000 .00 0 .0 - - - - - - -I- -I - I- - - - - - - -I- - - -I- -I- (- WALL ENTRANCE 1 1 1 I I 1 1 1031.570 1684.100 .613 1684.713 1.40 .33 .00 1684.71 .00 .11 7.00 4.590 7.000 .00 0 .0 - I- - - - - -I -I- - I- - - - - - - -I- - - -I - I- I- t1 ir" or- if 1 - ,1 ir- 1 Ir51 er . 1 y 1 ` 1 orri 1E7 1 WA WI 111.1 UT 1 Iri FILE: 17.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 4: 4:52 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.590 7.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - 4p- LATERAL 17 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB 17 HEADING LINE NO 3 IS - JN 126 -2004 wli 16.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1002.160 1680.540 6 1682.000 ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1031.570 1684.100 6 .003 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1031.570 1684.100 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1031.570 1684.100 9 1688.690 T1 SD- LATERAL 17 T2 Q100 FROM LINE E TO CB 17 T3 JN 126 -2004 wli 16.wsw SO 1002.1601680.540 6 1682.0 R 1031.5701684.100 6 .013 .000 .000 0 WE 1031.5701684.100 9 .500 .000 .000 0 SH 1031.5701684.100 9 1688.69 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.590 7.000 .000 .000 .00 Q 1.400 .0 li! '` 1 ir "' 4 _. i,m.,1 11V I 11L1 It 1 1171 r" 1 1F ... 1 1 `.1 1U 1 ir 1 liel Ir : I Ir, I I FILE: 18.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:14:27 y SQ- LATERAL 18 Q100 FROM LINE E TO CB 18 JN 126 -2004 wli 18.wsw Invert Depth Water Q Vel Vel Energy Super Critical Flow ToplHeight/ Base Wt INo Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth Width IDia. -FT or I.D. ZL IPrs /Pip - - -- -- -- -- -I- -- -- -- -- -I- -- -- - L /Elem Ch Slope SF Ave HF SE Dpth Froude N Norm Dp 1 "N" X -Fall ZR !Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * ** * * * * * * * *I * * * * * ** * * * * * ** * * * ** I * * * * * ** 1 1 1002.830 1680.850 1.350 1682.200 1.80 .80 .01 1682.21 .00 .46 1.87 2.000 .000 .00 0 .0 - - -- -- -- -- -1- -- -- -- -- - -- -- 1- .283 .1939 .0000 .00 1.35 .13 .09 .003 .00 .00 PIPE 1 1 1003.113 1680.905 1.294 1682.199 1.80 .84 .01 1682.21 .00 .46 1.91 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -- -I- -- -- 1- .263 .1939 .0000 .00 1.29 .14 .09 .003 .00 .00 PIPE 1 I 1003.376 1680.956 1.242 1682.198 1.80 .88 .01 1682.21 .00 .46 1.94 2.000 .000 .00 0 .0 - - - - - - - - - - -I- - - - - - - - - -I- - - - - 1- .247 .1939 .0000 .00 1.24 .15 .09 .003 .00 .00 PIPE 1 1 1003.622 1681.004 1.193 1682.197 1.80 .92 .01 1682.21 .00 .46 1.96 2.000 .000 .00 0 .0 - - -- -- -- -- - -- -- -- -- -1- -- -- 1 .230 .1939 .0000 .00 1.19 .16 .09 .003 .00 .00 PIPE 1 1 1003.853 1681.048 1.147 1682.195 1.80 .97 .01 1682.21 .00 .46 1.98 2.000 .000 .00 0 .0 - - -- -- -- -- -I -- -- -- -- -1- -- -- 1- .219 .1939 .0000 .00 1.15 .18 .09 .003 .00 .00 PIPE 1 1 1004.072 1681.091 1.103 1682.194 1.80 1.01 .02 1682.21 .00 .46 1.99 2.000 .000 .00 0 .0 - - -- -- -- -- -I -- -- -- -- -I- -- -- 1- .193 .1939 .0000 .00 1.10 .19 .09 .003 .00 .00 PIPE 1 1 1004.266 1681.128 1.062 1682.191 1.80 1.06 .02 1682.21 .00 .46 2.00 2.000 .000 .00 0 .0 - - -- -- -- -- -1 -- -- -- -- - I- -- -- (- HYDRAULIC JUMP 1 1 1004.266 1681.128 .162 1681.291 1.80 15.00 3.49 1684.78 .00 .46 1.09 2.000 .000 .00 0 .0 - - -- -- -- -- -I -- -- -- -- - I- -- -- 1- 1.014 .1939 .0175 .02 .16 7.97 .09 .003 .00 .00 PIPE 1 1 1005.280 1681.325 .167 1681.492 1.80 14.28 3.17 1684.66 .00 .46 1.11 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -- - I- -- -- 1- 1.578 .1939 .0152 .02 .17 7.46 .09 .003 .00 .00 PIPE LA-T, 1 S .'3 Iri Ir 1 "1 ILI 1 h"'`1 r7 1 I1 l it-1 -1 IIE:I Ir . 1 1 Irri IVA 1 ' �1 WI FILE: 18.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:14:27 SD- LATERAL 18 0100 FROM LINE E TO CB 18 JN 126 -2004 wli 18.wsw *************+******************************** * * * * ** * * * * * * * * * * * * * * * * * * * ** **** ************** * * * * * * * * * * + *** ** ** * * ** * ** * *** ** * * * * * *** Invert Depth I Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) I Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip L /Elem - Ch Slope I SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * * *1 * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I 1006.857 1681.631 .173 1681.804 1.80 13.61 2.88 1684.68 .00 .46 1.12 2.000 .000 .00 0 .0 - - -- -I- -- -- -I- -- -- -- - I- -- -- -- - 1.421 .1939 .0133 .02 .17 7,00 .09 .003 .00 .00 PIPE I 1 1008.278 1681.906 .178 1682.085 1.80 12.98 2.62 1684.70 .00 .46 1.14 2.000 .000 .00 0 .0 - - -- -I- -- -- -I- -- -- -- - I- -- -- -- - 1.272 .1939 .0116 .01 .18 6.56 .09 .003 .00 .00 PIPE I I 1009.550 1682.153 .184 1682.337 1.80 12.38 2.38 1684.72 .00 .46 1.16 2.000 .000 .00 0 .0 - - -- - I- -- -- -I- -- -- -- - I- -- -- -- - 1.144 .1939 .0101 .01 .18 6.15 .09 .003 .00 .00 PIPE I I 1010.694 1682.375 .190 1682.565 1.80 11.80 2.16 1684.73 .00 .46 1.17 2.000 .000 .00 0 .0 - I- -- -- -I -- -- -- - I- -- -- -- - 1.024 .1939 .0088 .01 .19 5.77 .09 .003 .00 .00 PIPE I I 1011.719 1682.573 .197 1682.771 1.80 11.25 1.97 1684.74 .00 .46 1.19 2.000 .000 .00 0 .0 - - -- - I- -- -- -I- -- -- -- - I- -- -- -- - .928 .1939 .0077 .01 .20 5.41 .09 .003 .00 .00 PIPE I I 1012.646 1682.753 .203 1682.956 1.80 10.73 1.79 1684.74 .00 .46 1.21 2.000 .000 .00 0 .0 - - -- - I- -- -- -I -- -- -- - I- -- -- -- - .831 .1939 .0067 .01 .20 5.07 .09 .003 .00 .00 PIPE I I 1013.477 1682.914 .210 1683.124 1.80 10.23 1.62 1684.75 .00 .46 1.23 2.000 .000 .00 0 .0 - - -- - I- -- -- -I- -- -- -- - I- -- -- -- - .748 .1939 .0059 .00 .21 4.76 .09 .003 .00 .00 PIPE I I 1014.225 1683.059 .217 1683.276 1.80 9.75 1.48 1684.75 .00 .46 1.24 2.000 .000 .00 0 .0 - - -- - I- -- -- -I- -- -- -- -I- -- -- -- - .674 .1939 .0051 .00 .22 4.46 .09 .003 .00 .00 PIPE I I 1014.899 1683.190 .224 1683.414 1.80 9.30 1.34 1684.76 .00 .46 1.26 2.000 .000 .00 0 .0 - - -- - I- -- -- -I -- -- -- - I- -- -- -- - .607 .1939 .0045 .00 .22 4.18 .09 .003 .00 .00 PIPE It I 1 .. 1 WA It i t!1 IF71 IF :71 It 1 WA w I LA FILE: 18.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:14:27 SD- LATERAL 18 Q100 FROM LINE E TO CB 18 JN 126 -2004 wli 18.wsw I Invert Depth Water I Q Vel Vel Energy Super ICriticallFlow ToplHeight/ Base Wt No Wth Station I Elev (FT) Elev I (CFS) (FPS) Head Grd.E1. Elev I Depth I Width IDia. -FT or I.D. ZL Prs /Pip - I- - - - - -I- - - -I- - - - - -I- -I- -1- - - - - - L/Elem ICh Slope I SF Ave HF SE DpthlFroude NINorm Dp I "N" X -Fall ZR Type Ch * * * * * * * * *1 * * * * * * * ** * * * * * * ** * * * * * * * * *1 * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** ** * * * * *1 * * * * * * * *1 * * * * * * * *1 * * * * * ** * * * * * ** * * * ** * * * * * ** I I I 1 I 1015.507 1683.308 .231 1683.539 1.80 8.87 1.22 1684.76 .00 .46 1.28 2.000 .000 .00 0 .0 - I- - - - - - I- - - -I- - - - - -I- -I- -I- - - - - - .542 .1939 .0039 .00 .23 3.92 .09 .003 .00 .00 PIPE I I I I I 1016.049 1683.413 .239 1683.652 1.80 8.45 1.11 1684.76 .00 .46 1.30 2.000 .000 .00 0 .0 - I- - - - - -I- - - -1- - - - - -1- -i- -I- - - - - - .488 .1939 .0034 .00 .24 3.68 .09 .003 .00 .00 PIPE I I I I I 1016.536 1683.507 .247 1683.755 1.80 8.06 1.01 1684.76 .00 .46 1.32 2.000 .000 .00 0 .0 - I- - - - - - I- - - -I- - - - - - I- -I- -1- - - - - - .438 .1939 .0030 .00 .25 3.45 .09 .003 .00 .00 PIPE i I I I I 1016.975 1683.592 .255 1683.848 1.80 7.68 .92 1684.76 .00 .46 1.33 2.000 .000 .00 0 .0 - I- - - - - -I- - - -I- - - - - -I- -I- -I- - - - - - .389 .1939 .0026 .00 .26 3.23 .09 .003 .00 .00 PIPE I I I I 1 1017.364 1683.668 .264 1683.932 1.80 7.33 .83 1684.77 .00 .46 1.35 2.000 .000 .00 0 .0 - 1- - - - - -1- - - -I- - - - - -I- -I- -1- - - - - - .354 .1939 .0023 .00 .26 3.03 .09 .003 .00 .00 PIPE I I 1 I 1 1017.717 1683.736 .272 1684.008 1.80 6.99 .76 1684.77 .00 .46 1.37 2.000 .000 .00 0 .0 -I- - - - - -1- - - -I- - - - I I I .307 .1939 .0020 .00 .27 2.84 .09 .003 .00 .00 PIPE I I 1 1 1 1018.024 1683.796 .282 1684.078 1.80 6.66 .69 1684.77 .00 .46 1.39 2.000 .000 .00 0 .0 - I- - - - - -I- - - -I- - - - - -I- -1- -I- - - - - - .279 .1939 .0017 .00 .28 2.66 .09 .003 .00 .00 PIPE I 1 1 1 1 1018.303 1683.850 .291 1684.141 1.80 6.35 .63 1684.77 .00 .46 1.41 2.000 .000 .00 0 .0 - I- I- - - I - - - - - -1- -I- -I- - - - - - .244 .1939 .0015 .00 .29 2.50 .09 .003 .00 .00 PIPE I I I I I 1018.547 1683.897 .301 1684.198 1.80 6.06 .57 1684.77 .00 .46 1.43 2.000 .000 .00 0 .0 - I- - - - - -I - - -I- - - - - -1- -I- -I- - - - - - .217 .1939 .0013 .00 .30 2.34 .09 .003 .00 .00 PIPE 9 IM1 lin r i I r`"l . 1 r7 "i ilir '1 " a !i OFA l KA 1 FILE: 18.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:14:27 SD- LATERAL 18 0100 FROM LINE E TO CB 18 JN 126 -2004 wli 18.wsw Invert Depth 1 Water Q Vel Vel Energy Super 'Critical Flow ToplHeight/ Base Wtl No Wth Station Elev (FT) I Elev (CFS) (FPS) Head Grd.E1. Elev I Depth Width IDia. -FT or I.D.1 ZL IPrs /Pip - - - - -I- - - - - -I - - - - -I - - -1- - - - I- -1 L /Elem Ch Slope I SF Ave HF SE DpthlFroude N Norm Dp 1 "N" X -Fall) ZR 'Type Ch * * * * * * * ** * * * * * * * ** * * * * * * * *1 * * * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * * *1 * * * * * * ** * * * * * * * *1 * * * * * ** * * * * * * *1 * * * ** I * * * * * ** I 1 1 1 1 1018.764 1683.939 .311 1684.250 1.80 5.77 .52 1684.77 .00 .46 1.45 2.000 .000 .00 0 .0 - - - - -I - - - - -I- - - - - -I - - -I- - - - 1- 1- .192 .1939 .0011 .00 .31 2.19 .09 .003 .00 .00 PIPE I 1 1 1 1 1018.957 1683.976 .321 1684.297 1.80 5.51 .47 1684.77 .00 .46 1.47 2.000 .000 .00 0 .0 - - - - -1- - - - - - I- - - - - -I- - - -1- - - - I- 1- .165 .1939 .0010 .00 .32 2.06 .09 .003 .00 .00 PIPE I 1 1 1 1 1019.121 1684.008 .332 1684.341 1.80 5.25 .43 1684.77 .00 .46 1.49 2.000 .000 .00 0 .0 - - - - -I - - - - -I- - - - - -I- - - -I- - - - I- 1 .145 .1939 .0009 .00 .33 1.93 .09 .003 .00 .00 PIPE I 1 I 1 1 1019.266 1684.036 .343 1684.380 1.80 5.00 .39 1684.77 .00 .46 1.51 2.000 .000 .00 0 .0 - - - - - 1- - - - - -1 - - - - -I- - - -I - - - 1- .121 .1939 .0008 .00 .34 1.81 .09 .003 .00 .00 PIPE 1 I 1 ) 1 1019.387 1684.060 .355 1684.415 1.80 4.77 .35 1684.77 .00 .46 1.53 2.000 .000 .00 0 .0 - - - - - I- - - - - -I - - - - -I- - - -I - - - 1- .104 .1939 .0007 .00 .36 1.69 .09 .003 .00 .00 PIPE I I 1 I 1 1019.491 1684.080 .367 1684.447 1.80 4.55 .32 1684.77 .00 .46 1.55 2.000 .000 .00 0 .0 - - - - - I- - - - - -I - - - - - - - -I- - - - 1- .089 .1939 .0006 .00 .37 1.59 .09 .003 .00 .00 PIPE 1 1 I 1 1 1019.580 1684.097 .379 1684.477 1.80 4.34 .29 1684.77 .00 .46 1.57 2.000 .000 .00 0 .0 - - - - - 1- - - - - -I - - - - -I - - -I- - - - I - 1- .070 .1939 .0005 .00 .38 1.49 .09 .003 .00 .00 PIPE 1 1 I 1 1 1019.650 1684.111 .392 1684.503 1.80 4.14 .27 1684.77 .00 .46 1.59 2.000 .000 .00 0 .0 - - - - - I- - - - - -I- - - - - -I - - -I- - - - I - 1- .058 .1939 .0004 .00 .39 1.39 .09 .003 .00 .00 PIPE I I 1 1 I 1019.708 1684.122 .405 1684.527 1.80 3.94 .24 1684.77 .00 .46 1.61 2.000 .000 .00 0 .0 - - - - -I- - - - - -I- - - - - -I - - - - - -I- 1- .041 .1939 .0004 .00 .41 1.30 .09 .003 .00 .00 PIPE lirl ;i 1r &i Irri IL; r i .i r ..1 1'. 1 `' Wel or 1 ir-1 A C A t" .1 ` - 1 ILA FILE: 18.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:14:27 SD- LATERAL 18 Q100 FROM LINE E TO CB 18 JN 126 -2004 wli 18.wsw **** * * ****** ** * ** * * * ** +* sir ** * ** * * ** * ** ** ****** * ** *** ** * * * * * * ****** * * * * ++ * ** * **** * * * ** * * * ** * ** *** * * * * + * ** **** * ** *** ** *** + * * * ** *r Invert Depth Water 1 Q I Vel Vel 1 Energy Super ICritical1Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev I (CFS) I (FPS) Head 1 Grd.E1. Elev 1 Depth 1 Width Dia. -FT or I.D. ZL Prs /Pip - - -- - i I I I -- -I -I- -- -- -- - L/Elem Ch Slope 1 1 SF Ave' HF SE Dpth1Froude N1Norm Dp "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * ** ** ********* 1**** * * * * *1 * * * * * * *1 * * * * * * *1 * * * * * + * ** * * * * * * *1 * * * * * * * *1 * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** 1 1 I I 1 1019.749 1684.130 .419 1684.549 1.80 3.76 .22 1684.77 .00 .46 1.63 2.000 .000 .00 0 .0 - - -- - I I I i -- - - -- -- -- - .031 .1939 .0003 .00 .42 1.22 .09 .003 .00 .00 PIPE 1 1 1 1 1 1019.780 1684.136 .433 1684.569 1.80 3.59 .20 1684.77 .00 .46 1.65 2.000 .000 .00 0 .0 - - - - - - -I- - I - - -I - - -1- - I- - - - - - - - .016 .1939 .0003 .00 .43 1.14 .09 .003 .00 .00 PIPE 1 1 1 1 I 1019.796 1684.139 .448 1684.587 1.80 3.42 .18 1684.77 .00 .46 1.67 2.000 .000 .00 0 .0 I I -I -I- - - -I- - I- - - - - - - - .004 .1939 .0003 .00 .45 1.07 .09 .003 .00 .00 PIPE 1 1 I I 1 1019.800 1684.140 .465 1684.605 1.80 3.25 .16 1684.77 .00 .46 1.69 2.000 .000 .00 0 .0 - - -- - I I I I -- -I- - I- -- -- -- - WALL ENTRANCE I 1 I I I 1 1019.800 1684.140 .699 1684.839 1.80 .37 .00 1684.84 .00 .13 7.00 4.690 7.000 .00 0 .0 - -- - I I I I -- -I- - I- -- -- -- - 1 cr ` ".i vi i WEll r 1 r"" I Ir _l F_° i r.._1 r ". v 1 tri .• i IL I v:, l IVII FILE: 18.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 4:14:18 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.690 7.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 18 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB 18 HEADING LINE NO 3 IS - JN 126 -2004 wli 18.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 1002.830 1680.850 6 1682.200 * ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.800 1684.140 6 .003 .000 .000 .000 0 * ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.800 1684.140 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1019.800 1684.140 9 1688.780 IM I rf I r r. I l " 1 1 ,�... i r a I r : 1 fm- ) r " 1 1-1 .. , - ,. a 71 °:1 T1 SD- LATERAL 18 T2 Q100 FROM LINE E TO CB 18 T3 JN 126 -2004 w1i 18.wsw SO 1002.8301680.850 6 1682.2 R 1019.8001684.140 6 .013 .000 .000 0 WE 1019.8001684.140 9 .500 .000 .000 0 SH 1019.8001684.140 9 1688.78 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 2.500 .000 .000 .000 .00 CD 8 4 0 .000 1.500 .000 .000 .000 .00 CD 9 3 0 .000 4.690 7.000 .000 .000 .00 Q 1.800 .0 i t .1 E'` ..l i . i i r - 1 1-1 i I . 1 FILE: 19.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:28:40 SD- LATERAL 19 Q100 FROM LINE E TO CB 19 JN 126 -2004 wli 19.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** I Invert Depth Water Q Vel Vel Energy I Super CriticallFlow Top Height/ Base Wt No Wth Station I Elev (FT) Elev (CFS) (FPS) Head Grd.E1.I Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip -I- -- -- -- -- -I- -- -I -- -I- -- -- -- - L/Elem ICh Slope SF Ave HF ISE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch * * * * * * * * *I * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * * *I * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I I 1003.000 1683.790 1.810 1685.600 3.70 1.24 .02 1685.62 .00 .67 1.17 2.000 .000 .00 0 .0 - I- - - - - - - - - -I- - - -I- - - -I- - - - - - - - 2.043 .0511 .0000 .00 1.81 .14 .18 .003 .00 .00 PIPE I I I 1005.043 1683.895 1.703 1685.598 3.70 1.30 .03 1685.62 .00 .67 1.42 2.000 .000 .00 0 .0 - I- -- -- -- -- -I- -- -I- -- -I- -- -- -- - 1.690 .0511 .0000 .00 1.70 .16 .18 .003 .00 .00 PIPE I I I 1006.732 1683.981 1.614 1685.595 3.70 1.36 .03 1685.62 .00 .67 1.58 2.000 .000 .00 0 .0 -I- -- -- -- -- -I- -- -I- -- -I- -- -- -- - 1.450 .0511 .0000 .00 1.61 .18 .18 .003 .00 .00 PIPE I I I 1008.182 1684.055 1.537 1685.592 3.70 1.43 .03 1685.62 .00 .67 1.69 2.000 .000 .00 0 .0 - I- -- -- -- -- -I- -- -I- -- -I- -- -- -- - 1.307 .0511 .0000 .00 1.54 .20 .18 .003 .00 .00 PIPE I I I 1009.490 1684.122 1.467 1685.589 3.70 1.50 .03 1685.62 .00 .67 1.77 2.000 .000 .00 0 .0 - I- -- -- -- -- -I- -- -I- -- -I- -- -- -- - .875 .0511 .0000 .00 1.47 .22 .18 .003 .00 .00 PIPE I I I 1010.364 1684.167 1.403 1685.570 3.70 1.57 .04 1685.61 .00 .67 1.83 2.000 .000 .00 0 .0 - I- -- -- -- -- -I -- -I- -- -I- -- -- -- - HYDRAULIC JUMP I I I 1010.364 1684.167 .271 1684.438 3.70 14.51 3.27 1687.71 .00 .67 1.37 2.000 .000 .00 0 .0 - I- -- -- -- -- -I -- -I- -- -I- -- -- -- - 5.369 .0511 .0085 .05 .27 5.92 .18 .003 .00 .00 PIPE I I I 1015.733 1684.441 .281 1684.722 3.70 13.77 2.94 1687.67 .00 .67 1.39 2.000 .000 .00 0 .0 - I -- -- -- -- -I -- -I- -- -I- -- -- -- - 5.911 .0511 .0074 .04 .28 5.52 .18 .003 .00 .00 PIPE I I I 1021.644 1684.744 .290 1685.034 3.70 13.13 2.68 1687.71 .00 .67 1.41 2.000 .000 .00 0 .0 - I- - - - - - - - - -I - - -I- - - -I- - - - - - - - 5.220 .0511 .0065 .03 .29 5.17 .18 .003 .00 .00 PIPE a - i fro . 1171 • i 11E1 r 1 t l [- l r " 1 1" IV I Irl '. a KA ` A 1r _ i iri FILE: 19.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:28:40 SD- LATERAL 19 Q100 FROM LINE E TO CB 19 JN 126 -2004 wli 19.wsw ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** I Invert I Depth I Water I 0 I Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head Grd.E1. Elev Depth I Width Dia. -FT or I.D. ZL Prs /Pip - 1- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - L/Elem ICh Slope 1 I I I SF Ave HF SE Dpth Froude NINorm Dp "N" X -Fall ZR Type Ch ********* 1********* 1******** 1**** * * * * *1 * * * * * * * * *1 * * * * * * *1 * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * ** * * * * * ** * * * * * ** * * * ** * * * * * ** I I I I I I 1026.864 1685.010 .300 1685.311 3.70 12.52 2.43 1687.74 .00 .67 1.43 2.000 .000 .00 0 .0 - I- -I -I- -I- -I- -I- - - - - - - -I- - - - - - - - 4.640 .0511 .0056 .03 .30 4.85 .18 .003 .00 .00 PIPE I I I 1 I I 1031.504 1685.248 .310 1685.558 3.70 11.93 2.21 1687.77 .00 .67 1.45 2.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 4.133 .0511 .0049 .02 .31 4.54 .18 .003 .00 .00 PIPE 1 I I 1 I I 1035.637 1685.459 .320 1685.779 3.70 11.38 2.01 1687.79 .00 .67 1.47 2.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 3.667 .0511 .0043 .02 .32 4.26 .18 .003 .00 .00 PIPE 1 I I I 1 I 1039.303 1685.647 .331 1685.978 3.70 10.85 1.83 1687.81 .00 .67 1.49 2.000 .000 .00 0 .0 - I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 3.274 .0511 .0038 .01 .33 3.99 .18 .003 .00 .00 PIPE I I I I I I 1042.577 1685.814 .342 1686.156 3.70 10.34 1.66 1687.82 .00 .67 1.51 2.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 2.926 .0511 .0033 .01 .34 3.74 .18 .003 .00 .00 PIPE I I I I I I 1045.503 1685.964 .353 1686.317 3.70 9.86 1.51 1687.83 .00 .67 1.53 2.000 .000 .00 0 .0 - I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 2.595 .0511 .0029 .01 .35 3.50 .18 .003 .00 .00 PIPE I I I I I I 1048.098 1686.097 .365 1686.462 3.70 9.40 1.37 1687.83 .00 .67 1.55 2.000 .000 .00 0 .0 - I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 2.299 .0511 .0025 .01 .37 3.28 .18 .003 .00 .00 PIPE 1 1 I I I I 1050.397 1686.214 .378 1686.592 3.70 8.97 1.25 1687.84 .00 .67 1.57 2.000 .000 .00 0 .0 - I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 2.073 .0511 .0022 .00 .38 3.08 .18 .003 .00 .00 PIPE I I I I 1 I 1052.470 1686.320 .390 1686.710 3.70 8.55 1.13 1687.84 .00 .67 1.58 2.000 .000 .00 0 .0 - I- -I- -I- -I- -I- -I- - - - - - - -I- - - - - - - - 1.811 .0511 .0019 .00 .39 2.88 .18 .003 .00 .00 PIPE 1 rIll a _1 117 I ILA ILI CI VA t"" 1 1 v-i .s i LA Ir a IF 1 Ilr, I IF I Ir I ,:. 1 FILE: 19.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:28:40 SD- LATERAL 19 Q100 FROM LINE E TO CB 19 JN 126 -2004 wli 19.wsw Invert Depth Water Q Vel Vel Energy Super CriticallFlow ToplHeight/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width IDia. -FT or I.D. ZL Prs /Pip L /Elem - Ch Slope SF Ave HF SE Dpth Froude NlNorm Dp I "N" X -Fall ZR Type Ch * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** * * * * * * * ** * * * * * ** * * * * * * * *I * * * * * * * *I * * * * * ** * * * * * ** * * * ** * * * * * ** I I 1054.281 1686.413 .404 1686.817 3.70 8.15 1.03 1687.85 .00 .67 1.61 2.000 .000 .00 0 .0 1.633 .0511 .0017 .00 .40 2.70 .18 .003 .00 .00 PIPE I I 1055.914 1686.496 .417 1686.913 3.70 7.77 .94 1687.85 .00 .67 1.63 2.000 .000 .00 0 .0 1.414 .0511 .0015 .00 .42 2.53 .18 .003 .00 .00 PIPE I I 1057.328 1686.568 .432 1687.001 3.70 7.41 .85 1687.85 .00 .67 1.65 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I -I -- -- - 1.273 .0511 .0013 .00 .43 2.37 .18 .003 .00 .00 PIPE I I 1058.601 1686.634 .446 1687.080 3.70 7.07 .78 1687.85 .00 .67 1.67 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -- - 1.089 .0511 .0011 .00 .45 2.22 .18 .003 .00 .00 PIPE I I 1059.690 1686.689 .462 1687.151 3.70 6.74 .70 1687.86 .00 .67 1.69 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -- - .978 .0511 .0010 .00 .46 2.08 .18 .003 .00 .00 PIPE I I 1060.668 1686.739 .477 1687.216 3.70 6.42 .64 1687.86 .00 .67 1.70 2.000 .000 .00 0 .0 .820 .0511 .0009 .00 .48 1.95 .18 .003 .00 .00 PIPE I I 1061.488 1686.781 .494 1687.275 3.70 6.12 .58 1687.86 .00 .67 1.73 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I- -- -- .713 .0511 .0007 .00 .49 1.82 .18 .003 .00 .00 PIPE I I 1062.201 1686.818 .511 1687.329 3.70 5.84 .53 1687.86 .00 .67 1.74 2.000 .000 .00 0 .0 .616 .0511 .0007 .00 .51 1.71 .18 .003 .00 .00 PIPE I I 1062.817 1686.849 .528 1687.377 3.70 5.57 .48 1687.86 .00 .67 1.76 2.000 .000 .00 0 .0 - - -- -- -- -- -I- -- -- -- -I- -I -- -- - .489 .0511 .0006 .00 .53 1.60 .18 .003 .00 .00 PIPE ,;i Iri -t . 1 M.1 Irti s 1 1 r- ' . 1 ' - i °i Irl - 1 ':1 1E1 ' IP R FILE: 19.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 7- 8 -2005 Time: 4:28:40 SD- LATERAL 19 Q100 FROM LINE E TO CB 19 JN 126 -2004 wli 19.wsw ************************************************************************* k***************** * * * * * * * * * * * * * * ** * ** *** ** ** * * * ** ** * * * * ** I Invert I Depth Water Q Vel Vel Energy I Super ICriticallFlow ToplHeight /IBase Wt INo Wth Station I Elev I (FT) Elev (CFS) (FPS) Head Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D. ZL IPrs /Pip - I - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - - I L /Elem ICh Slope I SF Ave HF ISE DpthlFroude N1Norm Dp 1 "N" I X -Fall ZR 'Type Ch * * * * * * * * *I * * * * * * * * *1 * * * * * * ** * * * * * * * ** * * * * * * * ** * * * * * * *I * * * * * ** ********* I******* I** * * * * * *I * * * * * * * *I * * * * * * *I * * * * * ** * * * ** I * * * * * ** I I I I I I I I 1063.307 1686.874 .547 1687.421 3.70 5.31 .44 1687.86 .00 .67 1.78 2.000 .000 .00 0 .0 - I - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - 1 .410 .0511 .0005 .00 .55 1.50 .18 .003 .00 .00 PIPE I I I I I I I 1 1063.717 1686.895 .566 1687.461 3.70 5.06 .40 1687.86 .00 .67 1.80 2.000 .000 .00 0 .0 - I - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - 1 .338 .0511 .0004 .00 .57 1.40 .18 .003 .00 .00 PIPE I I I I I I I 1 1064.055 1686.913 .585 1687.498 3.70 4.83 .36 1687.86 .00 .67 1.82 2.000 .000 .00 0 .0 - I - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - 1 .234 .0511 .0004 .00 .59 1.31 .18 .003 .00 .00 PIPE I I I 1 I I I I 1064.289 1686.925 .606 1687.531 3.70 4.60 .33 1687.86 .00 .67 1.84 2.000 .000 .00 0 .0 - I - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - 1 .175 .0511 .0003 .00 .61 1.23 .18 .003 .00 .00 PIPE I I I I I I I I 1064.464 1686.933 .627 1687.561 3.70 4.39 .30 1687.86 .00 .67 1.86 2.000 .000 .00 0 .0 - 1 - - 1 - - - - - - - - I - - - - I - - I - - I - - I - - I - - - 1 .102 .0511 .0003 .00 .63 1.15 .18 .003 .00 .00 PIPE I I I I I 1 I I 1064.565 1686.939 .649 1687.588 3.70 4.18 .27 1687.86 .00 .67 1.87 2.000 .000 .00 0 .0 - I - - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - 1 .025 .0511 .0003 .00 .65 1.07 .18 .003 .00 .00 PIPE I I I I I I I I 1064.590 1686.940 .674 1687.614 3.70 3.98 .25 1687.86 .00 .67 1.89 2.000 .000 .00 0 .0 - I - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - (- WALL ENTRANCE I I I I I I I I 1064.590 1686.940 1.028 1687.968 3.70 .36 .00 1687.97 .00 .16 10.00 4.690 10.000 .00 0 .0 - I - I - - - - - - - - I - - - - I - - I - - I - - I - - I - - - I- ri 1¢ 1 r 1 s: I t:1 Wil IL 1117 - i V . 1 r" r'` ii It Ir .1 r"l ' "M`1 r' i A:.i .'a FILE: 19.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 4:28:32 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.690 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - Sy-LATERAL 19 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB 19 HEADING LINE NO 3 IS - JN 126 -2004 wli 19.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1003.000 1683.790 6 1685.600 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1064.590 1686.940 6 .003 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1064.590 1686.940 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1064.590 1686.940 9 1691.630 FILE: 19.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 7- 8 -2005 Time: 4:28:32 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 2.500 CD 8 4 0 1.500 CD 9 3 0 .000 4.690 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LATERAL 19 HEADING LINE NO 2 IS - Q100 FROM LINE E TO CB 19 HEADING LINE NO 3 IS - JN 126 -2004 wli 19.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1003.000 1683.790 6 1685.600 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1064.590 1686.940 6 .003 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1064.590 1686.940 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1064.590 1686.940 9 1691.630 SECTION R REFERENCES & MAPS • -:•:. - ■•■., ; ,..4%.:.S • lil•- ^ '' -.- . 4.1; 1 . 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' ... r - { .._. 14 15 • INLET ^IRON CONST RUCTION NOTES: PER DETAIL 4A ON Z 13' SIR. 4 Of 8 15 2' !2' t SCALE IN FEET a! - CONSTRUCT 60- R.C.P. STORM DRAIN (0 LORD SHOWN ON PLAN). 0 CONSTRUCT J.S. PER AP.WA SM. POW 331 -2 (SEE SHT 7). ra?" ." ' J' AC APRON EXIST GROUND AC APRON I 40 80 1 0 1 0 CI-CONSTRUCT 36' R.C.P. STORM DRAIN (0 LO40 SHOWN ON PLAN). � CONSTRICT DOUBLE SNICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SIFT. a SOUTH ROCHESTER AVENUE J AND 5). ' i • PER DETAIL FI� I SlOE1VILK I.1' Q-- CONSTRUCT 21 R.C.P. STORM DRAIN (D LO40 SHOWN ON PLAN). © A�_ CONSTRUCT C.S.P. INLET MOG4T7E0 TYPE V (SEE SNf. 8) if F z - ",,,,, .: ftt SI : 4 Or 8 _ 6 4' +' . -4' 6" /3 B 50-COMSTRLILT C.B. PER A.P.WA STD. RAN 300 -2(SEE SHT. B) (W =PER PLAN). 0 -" SIRUCT "FIER PARKWAY ORVN PER AP.WA STD. PLAN ° >... C 1 0 .. w� � ";.� xe - (MAX) R5 O 151-1 3 314 -2 DETAILS SHOWN ON SHT. h1 9 "'�ww� """ v AMNC I l_ A 12 _ _ O.C. ( 0-CONSTRUCT M.H. PER AP.WA STD. PLAN 320 -1 (SEE SHT. 7). , s " , 9 IN4 ,p +w OS 6 OPE r NSTR ® CONSTRUCT J AC APRON. I '•'''.: 5 ° I V '�^wr�Iry,a� L I�ilr�, J 0.C. O o-' ( Qom- CONSTRUCT T.S. PER AP.WA STD. PUN 340 -I (SEE' SHT 5). RA .J i� r�r♦ 3 ' C ONSTRUCT MU PER A.P.WA SID. PLAN 722 -1 SLR SH7 7). :.: ICI I - - INS -. �. - _,NW Tv"" B OPENING VARIES 6 -_B L., '� ��. EV' y SECTION "38 -3B" 2 ' ONE x ® ur x -1' um SECTION "3A -3A" Nrs P 1 PHASE 2 1. A =1745' a A =7o N u1■ DRAIN PMKwAr > Nrs � © 1 2 0 FUTURE 2 " ca,-60- oe' : , Y b c =6 1 °© ^ - m B = + L" i STREET .• . o, > D =36 + *,i a D 5 • \ 1 � ' a N I I "c8w . MST 36 SOUTHERN CALIFORNIA 645 PIPE-\ �� a LAT 1 - v EXIST. SCVMWD •41' WAi r - fit; -- - �'� - - - - � - - � ' - ,= - - - i - g - • M i l ia119 !w ° + a P ?Op R/1( +� " N t CONS 0 T E' �IN > ♦ P A7ION ' IXIST 41 WATER [AVE A-43 e INLET STRUCTURE B..24. O • f° . _ 8u _ n -, W 8 ; ; SC 0 a =54 ' .P R/ " . . INE __ IIa r DETAIL Ale r \ Q co SCALE* 1• =10• • + + F __ - - ,,,..1.0... ` \` o j � �� 1 R- " • fa s s VA � 1 ,- s O S L �� " ru - • � "'Ie� �^�+�' � c�'..^ ■� Via:• sY �• __. r ::A_ T ! fi_ j � 4. U ' S.D. o • ♦r te i ce " �- = , . K -- - - -- / / Oki a) c) % �• / "' " "' ' , g• N I ' iii �„ � N . t „ T �r ter, PROP R /W y. y 0 0 ; C� j'�I \ - ' W e., Y u i 02-'84 ; A`k ' N * r 7ENrATIYE rRA CJ' + . w y g . �'� ° ; K NQX A VENUE LINE W + w S . i ce a I c = 64 . 71 ' 6 5' 3 F a !Bar GP O '� a^/ d % .,� A =JO ° 1 �, h 1a Our x-2 ti 0 " I� i _ 'c� :_ �, 330' SOUTHERN • . • fD/SON - --- - - - - -- LINE CENC .' '�� +? . 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I� Y >< 7 ■ A - N t t: 0 v '@ C =4 © 51'14'46• I I �rI L7 56 I RE A � i Ale 0 A Q I -0* - 3+J' IIERIN OF WINS 02 Y NEST AS SWAIN ON iR NO Z 0 *L� '-? o 21 , :' cr O =54 �.1'� 46'72'38 9.68 L9 4.00 N4871'09•W � S g W �A �1> E IGt. 2d7 Y REST /Ftxl. rtB 2%/f -It S• , r „ (, 60'3001 �® o4 / MRtrol Z - 0 � e . 11 O • uur -1+ n "`-� BENSON '°7QM m °OP °" ' CITY OF FONTANA, CALIFORNIA SH CONSTRUCTION OF THE REQUIRED M ROVErexra r w o �r D �° � ��� WIDOW AND ASSOCIATE& wic. STORM DRAIN IMPROVEMENT PLANS i B--24 NOT COMMENCE WWI TWO YEARS OF THE D ATE OF 1 - N C=.3.01' 1' - A APPROVAL SHOWN HEREON AND CANNED FORTH NV A o £ N 38637 = ' 7104 SOUTH � M/ m _ KNOX A VENUE _ N A =� � ,,^ ONTARIO cA SlIEf DIAL T / , IWO WORKING DILIGENT MAIINE/R THE CITY ENGINEER MAY REQUIRE . c.,. 06-30-08 PRONE /Oba/ RafSifl elesnrEO " 1JIEKFit It2�O 7t)f2�0IY�D�Y1rAYE� MARCH zoos BEFORE G A YS BEFORE - YOU DIG ' V j / You DIG REVISIONS T O T H E P L A N S T O B R I G T H E M INTO . 8 > . Ct v tt- -+?" " CA t UOM ' airs= 8). AP/4401410 AP/4401410 8Y • 1 7 A wa c R11a BY w aNO� Z A rnr /� CONFORMANCE WITH CONDITIONS AND STANDARDS VI EFFECT. RCE SEW Exp.. 6.30 -06 7 I \ l ADM Al NOTES r• - a` M6OHL L IWATSIMU KU CITY ENGINEER R.GE 51152 DATE MO 9 FILE: ER3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5 -2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE- DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) 0100 PROM SUMMIT TO 30 +22.29 JN 126 -2010 wli ER3.wsw ** * ** * + * * * * * *** ****** ** ***** **** ***** ** *-k** * * **** ** * *** ***************+*********** is***** * *** * * + * * ** * ** * * * * * *** ** *** * ** * ** ** Invert Depth Water I Q I Vel Vel I Energy I Super CriticallFlow Top Height /IBase Wt( INo Wth Station Elev (FT) Elev I (CFS) I (FPS) Head I Grd.E1.I Elev Depth I Width Dia. -FTIor I.D.I ZL IPrs /Pip - - - - - - - I - - I - - I - - I - - I - - - - I - - - - I - - I - - I L /Elem Ch Slope I I SF Ave' HF ISE Dpth Froude NINorm Dp "N" I X -Fall( ZR (Type Ch * * * * * * * ** * * * * * * * ** t * * * * * ** ********* 1*********(** * * * * *1* * * * * * *( * * * * * * * * *1 * * * * * ** * * * * * * * *1 * * * * * * ** * * * * * *•1 * * * * * * *1* * * ** 1 * * * * * ** I I I I I I I I 2942.120 1644.620 4.116 1648.736 239.20 13.83 2.97 1651.71 .00 4.35 3.82 5.000 .000 .00 0 .0 / `� - - _ _ - - =r - I- -I- -I- -I- - - -I- - - -I- -I- I- J / NCT STR .0273 .0136 .25 4.62 1.14 .015 .00 .00 PIPE I I I I i I I I 2960.810 1645.130 3.293 1648.423 220.40 16.07 4.01 1652.43 .84 4.21 4.74 5.000 .000 .00 0 .0 - - - - - - - - - - - - - - - - - - 1- 8.000 .0262 .0117 .09 4.14 1.66 2.57 .013 .00 .00 PIPE I I I I I I I I 2968.810 1645.340 3.363 1648.703 220.40 15.69 3.82 1652.53 .00 4.21 4.69 5.000 .000 .00 0 .0 - - - - - I - - I - - I - - I - - I - - - - I - - - - I - - I - I- 19.121 .0199 .0108 .21 3.36 1.60 2.79 .013 .00 .00 PIPE I I I I I I I I 2987.931 1645.720 3.487 1649.207 220.40 15.07 3.53 1652.74 .00 4.21 4.59 5.000 .000 .00 0 .0 - - - - - - - I - - I - - I - - I - - I - - - - I - - - - I - - I - 1 16.079 .0199 .0098 .16 3.49 1.49 2.79 .013 .00 .00 PIPE I I I I I I I I 3004.010 1646.040 3.645 1649.685 220.40 14.37 3.21 1652.89 1.27 4.21 4.44 5.000 .000 .00 0 .0 - - - - - I - - I - - I - - I - - I - - - - I - - - - I - - I - I 9.893 .0202 .0088 .09 4.91 1.36 2.78 .013 .00 .00 PIPE I I 1 I I I I I 3013.903 1646.240 3.806 1650.046 220.40 13.74 2.93 1652.98 1.11 4.21 4.26 5.000 .000 .00 0 .0 - - - - - - - I - - I - - I - - I - - I - - - - I - - - - I - - I - I- 6.290 .0202 .0079 .05 4.92 1.25 2.78 .013 .00 .00 PIPE I I 1 I I I I I 3020.194 1646.368 3.995 1650.363 220.40 13.10 2.67 1653.03 .95 4.21 4.01 5.000 .000 .00 0 .0 - - - - - - - I - - I - - I - - I - - I - - - - I - - - - I - - I - 1 2.096 .0202 .0072 .02 4.94 1.13 2.78 .013 .00 .00 PIPE I I I I I I I I 3022.290 1646.410 4.211 1650.621 220.40 12.49 2.42 1653.04 .78 4.21 3.65 5.000 .000 .00 0 .0 - - - - -I- -I- - I - -I -I- - - -I- - - -I- -I- I- FILE: ER3.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5 -2005 Time: 3:24:58 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 0 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 5.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E (REVISED TO RE- DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) HEADING LINE NO 2 IS - Q100 FROM SUMMIT TO 30 +22.29 _ HEADING LINE NO 3 IS - JN 126 -2010 wli ER3.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1012.280 1598.510 7 1603.600 ELEMENT NO 2 I S A REACH * * * -'- "" U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1029.380 1598.820 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1056.000 1599.300 7 .013 45.000 - 33.894 .000 0 ELEMENT NO 4 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1058.000 1599.340 7 6 0 .015 2.400 .000 1601.710 .000 - 54.100 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1060.800 1599.380 7 .013 .000 .000 .000 0 ELEMENT NO 6 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1061.000 1599.390 7 .013 .000 .000 .000 0 ELEMENT NO 7 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1063.000 1599.430 7 6 0 .015 1.600 .000 1601.520 .000 44.800 .000 RADIUS ANGLE .000 .000 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1133.360 1600.700 7 .013 .000 .000 .000 0 ELEMENT NO 9 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1143.260 1600.940 7 5 0 .015 16.200 .000 1602.230 .000 36.900 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 10 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1276.260 1604.240 7 .013 .000 .000 .000 0 ELEMENT NO 11 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1397.250 1607.240 7 .013 805.978 8.601 .000 0 ELEMENT NO 12 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1402.750 1607.350 7 .015 .000 .000 .000 1 ELEMENT NO 13 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1667.040 1612.640 7 .013 806.020 18.787 .000 0 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1692.660 1613.150 7 .013 793.898 1.849 .000 0 ELEMENT NO 15 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1708.060 1614.020 1 3 0 .015 88.400 .000 1614.180 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1795.000 1616.080 1 .013 793.958 6.274 .000 0 ELEMENT NO 17 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1797.000 1616.130 1 6 0 .015 8.800 .000 1617.670 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1804.000 1616.290 1 .013 794.199 .505 .000 0 ELEMENT NO 19 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1806.000 1616.340 1 6 0 .015 4.900 .000 1618.130 .000 46.200 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 20 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1930.060 1619.290 1 .013 794.026 8.952 .000 0 ELEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1942.980 1619.600 1 .015 .000 .000 .000 1 ELEMENT NO 22 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1952.000 1619.810 1 .013 793.870 .651 .000 0 ELEMENT NO 23 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1954.000 1619.850 1 6 0 .015 7.000 .000 1621.380 .000 36.900 .000 RADIUS ANGLE .000 .000 ELEMENT NO 24 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2279.000 1627.290 1 .013 794.010 23.452 .000 0 ELEMENT NO 25 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2281.000 1627.340 1 6 0 .013 4.500 .000 1628.890 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 26 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2295.000 1627.660 1 .013 .000 .000 .000 0 ELEMENT NO 27 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2297.000 1627.710 1 6 0 .015 5.800 .000 1629.600 .000 - 43.600 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 28 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2321.000 1628.260 1 .013 793.937 1.732 .000 0 ELEMENT NO 29 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2323.000 1628.300 1 6 0 .015 6.300 .000 1629.840 .000 44.200 .000 RADIUS ANGLE .000 .000 ELEMENT NO 30 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2356.980 1629.080 1 .013 794.009 2.452 .000 0 ELEMENT NO 31 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2370.120 1629.300 1 5 0 .015 8.700 .000 1630.240 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2600.000 1635.460 1 .013 794.017 16.588 .000 0 ELEMENT NO 33 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2602.000 1635.520 1 6 0 .015 11.300 .000 1637.290 .000 29.300 .000 RADIUS ANGLE .000 .000 ELEMENT NO 34 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2629.520 1636.250 1 .013 793.948 1.986 .000 0 ELEMENT NO 35 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2635.020 1636.400 1 .015 .000 .000 .000 1 W S P G W PAGE NO 6 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 36 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2938.120 1644.520 1 .014 .000 .000 .000 0 ELEMENT NO 37 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2942.120 1644.620 1 .013 45.000 5.093 .000 0 * ELEMENT NO 38 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 43 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2960.810 1645.130 1 5 0 .015 18.800 .000 1645.870 .000 - 17.500 .000 RADIUS ANGLE .000 .000 ELEMENT NO 39 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2968.810 1645.340 1 .013 45.000 10.186 .000 0 ELEMENT NO 40 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3004.010 1646.040 1 .013 .000 .000 .000 0 ELEMENT NO 41 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3022.290 1646.410 1 .013 22.500 46.550 .000 0 ELEMENT NO 42 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 3022.290 1646.410 1 1670.000 L T1 KNOX AVE SD -LINE E (REVISED TO RE- DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) T2 Q100 FROM SUMMIT T_O 3 +22.29 T3 JN 126 -2010 wli ER3.wsw SO 1012.2801598.510 7 1603.6 R 1029.3801598.820 7 .013 .000 .000 0 R 1056.0001599.300 7 .013 - 33.894 .000 0 JX 1058.0001599.340 7 6 .015 2.400 1601.710 -54.1 .000 R 1060.8001599.380 7 .013 .000 .000 0 R 1061.0001599.390 7 .013 .000 .000 0 JX 1063.0001599.430 7 6 .015 1.600 1601.520 44.8 .000 R 1133.3601600.700 7 .013 .000 .000 0 JX 1143.2601600.940 7 5 .015 16.200 1602.230 36.9 .000 0 R 1276.2601604.240 7 .013 .000 .000 0 R 1397.2501607.240 7 .013 8.601 .000 0 R 1402.7501607.350 7 .015 .000 .000 1 R 1667.0401612.640 7 .013 18.787 .000 0 R 1692.6601613.150 7 .013 1.849 .000 0 JX 1708.0601614.020 1 3 .015 88.400 1614.180 30.0 .000 R 1795.0001616.080 1 .013 6.274 .000 0 JX 1797.0001616.130 1 6 .015 8.800 1617.670 30.0 .000 R 1804.0001616.290 1 .013 .505 .000 0 JX 1806.0001616.340 1 6 .015 4.900 1618.130 46.2 .000 .000 R 1930.0601619.290 1 .013 8.952 .000 0 R 1942.9801619.600 1 .015 .000 .000 1 R 1952.0001619.810 1 .013 .651 .000 0 JX 1954.0001619.850 1 6 .015 7.000 1621.380 36.9 .000 R 2279.0001627.290 1 .013 23.452 .000 0 JX 2281.0001627.340 1 6 .013 4.500 1628.890 45.0 .000 R 2295.0001627.660 1 .013 .000 .000 0 JX 2297.0001627.710 1 6 .015 5.800 1629.600 -43.6 .000 R 2321.0001628.260 1 .013 1.732 .000 0 JX 2323.0001628.300 1 6 .015 6.300 1629.840 44.2 .000 R 2356.9801629.080 1 .013 2.452 .000 0 JX 2370.1201629.300 1 5 .015 8.700 1630.240 30.0 .000 R 2600.0001635.460 1 .013 16.588 .000 0 JX 2602.0001635.520 1 6 .015 11.300 1637.290 29.3 .000 R 2629.5201636.250 1 .013 1.986 .000 0 R 2635.0201636.400 1 .015 .000 .000 1 R 2938.1201644.520 1 .000 .000 .000 0 R 2942.1201644.620 1 .013 5.093 .000 0 JX 2960.8101645.130 1 5 .015 18.800 1645.870 -17.5 .000 R 2968.8101645.340 1 .013 10.186 .000 0 R 3004.0101646.040 1 .013 .000 .000 0 R 3022.2901646.410 1 .013 46.550 .000 0 SH 3022.2901646.410 1 1670.000 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 5.500 .000 .000 .000 .00 Q 220.400 .0