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Home My WebLink AboutSan Sevaine Drainage StudySan Sevaine Drainage Study June 29, 2001 (Revised July 26, 2001) Prepared For: Stratham Homes 2201 Dupont Drive Suite 300 Irvine, CA 92612 (949) 833-1554 Prepared By: Allard Engineering 8253 Sierra Avenue Fontana, CA 92335 (909) 356-1815 Raymond J. Allard R.C.E. 36052 Exp. 06/30/04 J. ql``�L �d No.36052 Exp. 6.30.2004 cl 11 J RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1985 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-95 Advanced Engineering Software (aes) Ver. 5.1A Release Date: 08/01/95 License ID 1400 Analysis prepared by: ALLARD ENGINEERING 6101 CHERRY AVE. FONTANA CA. 92336 TEL. (909) 899-5011 FAX (909) 899-5014 i ************************** DESCRIPTION OF STUDY * SAN SEVAINE S.D. - Q100 HYDROLOGY * FN = SANSEV + + FILE NAME: SANSEV.DAT TIME/DATE OF STUDY: 14:13 7/25/2001 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE FOR FRICTION SLOPE = .90 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = .6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5300 *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 y NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 018/ .018/ .020 .67 1.50 .03125 .1250 .01500 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 1.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 2.1 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00 ELEVATION DATA: UPSTREAM(FEET) _ #1445.00 DOWNSTREAM(FEET) = 1433.00 TC = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))** .20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.437 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.933 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp 'IV Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 2.90 .98 .20 32 12.44 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, AP = .20 SUBAREA RUNOFF(CFS) = 9.76 TOTAL AREA(ACRES) = 2.90 PEAK FLOW RATE(CFS) = 9.76 FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 6.1 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< -------- ---------------------- UPSTREAM ELEVATION(FEET) = 1433.00 DOWNSTREAM ELEVATION(FEET) = 1425.00 STREET LENGTH(FEET) = 500.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) _ .017 OUTSIDE STREET CROSSFALL(DECIMAL) _ .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = .020 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 10.67 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = .47 HALFSTREET FLOOD WIDTH(FEET) = 17.90 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.65 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.71 STREET FLOW TRAVEL TIME(MIN.) = 2.28 Tc(MIN.) = 14.72 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.555 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A .60 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = .60 SUBAREA RUNOFF(CFS) = 1.81 EFFECTIVE AREA(ACRES) = 3.50 AREA -AVERAGED Fm(INCH/HR) _ .20 AREA -AVERAGED Fp(INCH/HR) = .97 AREA -AVERAGED Ap = .20 TOTAL AREA(ACRES) = 3.50 PEAK FLOW RATE(CFS) = 10.59 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .47 HALFSTREET FLOOD WIDTH(FEET) = 17.82 FLOW VELOCITY(FEET/SEC.) = 3.66 DEPTH*VELOCITY(FT*FT/SEC.) = 1.71 ++++xxxx+x+xxxxxx++x+xx+++xx+++xxxx++x++++xxxx+++xxxxxx+++xxxxxxx++++xxxxx++ FLOW PROCESS FROM NODE 12.00 TO NODE 12.00 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.72 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.555 SUBAREA IHSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 7.60 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 7.60 SUBAREA RUNOFF(CFS) = 22.99 EFFECTIVE AREA(ACRES) = 11.10 AREA -AVERAGED Fm(INCH/HR) _ .19 AREA -AVERAGED Fp(INCH/HR) = .97 AREA -AVERAGED Ap = .20 TOTAL AREA(ACRES) = 11.10 PEAK FLOW RATE(CFS) = 33.57 +xxx+x+xxxxxxxxxxx++xxx+xx+xxxxx++++++x+++xx++++xxxxxxxx+++xxxxxxxxxxx+++++x FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 6.1 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< - -- --------- ---------------------------------- UPSTREAM ELEVATION(FEET) = 1425.00 DOWNSTREAM ELEVATION(FEET) = 1421.50 STREET LENGTH(FEET) = 410.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 3"0.00 INSIDE STREET CROSSFALL(DECIMAL) _ .017 OUTSIDE STREET CROSSFALL(DECIMAL) _ .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) _ .020 �* **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 34.27 ***STREET FLOW SPLITS OVER STREET -CROWN*** *jmw FULL DEPTH(FEET) = .71 FLOOD WIDTH(FEET) = 34.08 FULL HALF -STREET VELOCITY(FEET/SEC.) = 3.83 SPLIT DEPTH(FEET) _ .20 SPLIT FLOOD WIDTH(FEET) = 2.04 SPLIT FLOW(CFS) = .05 SPLIT VELOCITY(FEET/SEC.) = .21 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 71 HALFSTREET FLOOD WIDTH(FEET) = 34.08 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.83 PRODUCT 07 DEPTH&VELOCITY(FT'FT/SEC.) = 2.71 STREET FLOW TRAVEL TIME(MIN.) = 1.79 Tc(MIN.) = 16.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.319 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN i APARTMENTS A .50 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = .50 SUBAREA RUNOFF(CFS) = 1.41 EFFECTIVE AREA(ACRES) = 11.60 AREA -AVERAGED Fm(INCH/HR) _ .20 S AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .20 TOTAL AREA(ACRES) = 11.60 PEAK FLOW RATE(CFS) = 33.57 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE l i END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .70 HALFSTREET FLOOD WIDTH(FEET) = 33.72 FLOW VELOCITY(FEET/SEC.) = 3.80 DEPTH*VELOCITY(FT*FT/SEC.) = 2.68 FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE TC(MIN) = 16.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.319 SUBAREA LOSS RATE DATA(AMC II): { DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS # LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 6.50 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 6.50 SUBAREA RUNOFF(CFS) = 18.28 EFFECTIVE AREA(ACRES) = 18.10 AREA -AVERAGED Fm(INCH/HR) _ .20 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .20 TOTAL AREA(ACRES) = 18.10 PEAK FLOW RATE(CFS) = 50.90 I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 6.1 i---------------------------------------------------------------------------- i t »» >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ---------------------------------- UPSTREAM ELEVATION(FEET) = 1421.50 DOWNSTREAM ELEVATION(FEET) = 1418.00 STREET LENGTH(FEET) 400.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) _ .017 OUTSIDE STREET CROSSFALL(DECIMAL) _ .017 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = .020 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 51.42 ***STREET FLOW SPLITS OVER STREET -CROWN*** FULL DEPTH(FEET) _ .71 FLOOD WIDTH(FEET) = 34.08 FULL HALF -STREET VELOCITY(FEET/SEC.) = 3.87 SPLIT DEPTH(FEET) _ .57 SPLIT FLOOD WIDTH(FEET) = 24.15 SPLIT FLOW(CFS) = 16.77 SPLIT VELOCITY(FEET/SEC = 3.26 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) _ .71 HALFSTREET FLOOD WIDTH(FEET) = 34.08 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.87 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.74 STREET FLOW TRAVEL TIME(MIN.) = 1.72 Tc(MIN.) = 18.22 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.128 ®� SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS +fir' LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A .40 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = .40 SUBAREA RUNOFF(CFS) = 1.06 EFFE"TIVE AREA(ACRES) = 18.50 AREA -AVERAGED Fm(INCH/HR) _ .20 AREA AVERAGED Fp(INCH/Ha) = .98 AREA-AVEP_",GED Ap = .20 TOTAL AREA(ACRES) = 13.50 PEAK FLOW RATE(CFS) = 57.90 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE * END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .71 HALFSTREET FLOOD WIDTH(FEET) = 34.08 ti FLOW VELOCITY(FEET/SEC.) = 3.87 DEPTH*VELOCITY(FT*FT/SEC.) = 2.74 FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- MAINLINE Tc(MIN) = 18.22 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.128 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 1.00 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 2.64 EFFECTIVE AREA(ACRES) = 19.50 AREA -AVERAGED Fm(INCH/HR) _ .20 AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .20 TOTAL AREA(ACRES) = 19.50 PEAK FLOW RATE(CFS) = 51.47 r --FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 8.1 ( >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------- MAINLINE TC(MIN) = 18.22 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.128 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 5.30 .98 .20 32 br SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 5.30 SUBAREA RUNOFF(CFS) = 13.99 EFFECTIVE AREA(ACRES) = 24.80 AREA -AVERAGED FM(INCH/HR) _ .20 AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .20 I TOTAL AREA(ACRES) = 24.80 PEAK FLOW RATE(CFS) = 65.45 FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< --------------------------------------------------------------------- MAINLINE Tc(MIN) = 18.22 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.128 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A .40 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = .40 SUBAREA RUNOFF(CFS) = 1.06 EFFECTIVE AREA(ACRES) = 25.20 AREA -AVERAGED Fm(INCH/HR) _ .20 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .20 TOTAL AREA(ACRES) = 25.20 PEAK FLOW RATE(CFS) = 66.51 liov xxxx*xxxxxxxxxxxxx*xx**xxxx*xxxxxxxxxxxxxxxxxxxxxx*x**x*xxxixxxxxix**xi**xxx FLOW PROCESS FROM NODE 14.00 TO NODE 14.10 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« <<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1409.80 DOWNSTREAM(FEET) = 1404.00 %w FLOW LENGTH(FEET) = 36.00 MANNING'S N = .013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) 30.26 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 66.51 PIPE ;RAVEL TIME(MIN.) _ 02 Tc(MIN. = 18.24 FLOW PROCESS FROM NODE 14.10 TO NODE 14.10 IS CODE = 8.1 ------- -------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<< MAINLINE Tc(MIN) = 18.24 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.126 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 1.50 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 1.50 SUBAREA RUNOFF(CFS) = 3.96 EFFECTIVE AREA(ACRES) = 26.70 AREA -AVERAGED Fm(INCH/HR) _ .20 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .20 TOTAL AREA(ACRES) = 26.70 PEAK FLOW RATE(CFS) = 70.42 FLOW PROCESS FROM NODE 14.10 TO NODE 15.00 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1404.00 DOWNSTREAM (FEET) = 1401.95 FLOW LENGTH(FEET) = 290.00 MANNING'S N = .013 DEPTH OF FLOW IN 42.0 INCH PIPE IS 30.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.41 ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 70.42 PIPE TRAVEL TIME(MIN.) = .51 Tc(MIN.) = 18.76 FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 8.1 m.+ - ---------------------------------------------------------------------------- »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< r MAINLINE Tc(MIN) = 18.76 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.074 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 8.30 .98 .10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .10 SUBAREA AREA(ACRES) = 8.30 SUBAREA RUNOFF(CFS) = 22.23 EFFECTIVE AREA(ACRES) = 35.00 AREA -AVERAGED Fm(INCH/HR) _ .17 AREA -AVERAGED FP(INCH/HR) _ .98 AREA -AVERAGED Ap = .18 TOTAL AREA(ACRES) = 35.00 PEAK FLOW RATE(CFS) = 91.41 i ***x*xxx***x*xx******xxxx*************#***#********x*##***xxxxxx*x*xxxxxxxxx FLOW PROCESS FROM NODE 15.00 TO NODE 15.10 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1401.95 DOWNSTREAM(FEET) = 1400.10 FLOW LENGTH(FEET) = 112.00 MANNING'S N = .013 DEPTH OF FLOW IN 39.0 INCH PIPE IS 29.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 13.75 soo` ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 91.41 PIPE TRAVEL TIME(MIN.) = .14 Tc(MIN.) = 18.89 ******#***********************************#*#**#*#*#*********x***#********** FLOW PROCESS FROM NODE 15.10 TO NODE 15.10 IS CODE = 8.1 ---------------------------------------------------------------------------- i r >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------------ MAINLINE Tc(MIN) = 18.89 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.061 SUBAREA LOSS RATE DATA(AMC II): i DEVELOPMENT TYPE/ SCS SOIL AREA F,j Ap SC3 LAi:D USE GRDUP (ACRES) (INCH/HR) (DECIMAL) CI APARTMENTS A 50 .98 .20 32 APARTME17TS A .50 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AP.EA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 2.58 EFFECTIVE AREA(ACRES) = 36.00 AREA -AVERAGED FM(INCH/HR) = 17 AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .18 TOTAL AREA(ACRES) = 36.00 PEAK FLOW RATE(CFS) = 93.57 ++xx++++x+++xx++++++++++++x++xx++++x+xxx+xx+++++++++x++xx++++++++++x++x+++++ FLOW PROCESS FROM NODE 15.10 TO NODE 16.00 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< --------------------- ELEVATION DATA: UPSTREAM(FEET) = 1401.10 DOWNSTREAM(FEET) = 1398.70 FLOW LENGTH(FEET) = 86.00 MANNING'S N = .013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.89 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 93.57 PIPE TRAVEL TIME(MIN.) = .08 Tc(MIN.) = 18.98 x++xxxx++x+xxxxxxxxxxx+xx+xxxxx+x++x++++xxxxx+++++++++xxx++xx+x+x+xxxxxx+xxx t FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 8.1 ---------------------------------------------------------------------------- » »,ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « < _=------------------------------------------------------------------ MAINLINE Tc(MIN) = 18.98 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.052 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 8.60 .98 .50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 SUBAREA AREA(ACRES) = 8.60 SUBAREA RUNOFF(CFS) = 19.85 EFFECTIVE AREA(ACRES) = 44.60 AREA -AVERAGED Fm(INCH/HR) _ .23 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .24 TOTAL AREA(ACRES) = 44.60 PEAK FLOW RATE(CFS) = 113.16 +xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx++xxxxxxxxxxxx+*x+x+xxxxxxxxxxx FLOW PROCESS FROM NODE 16.00 TO NODE 16.10 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ----------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1398.70 DOWNSTREAM(FEET) = 1396.50 FLOW LENGTH(FEET) = 132.00 MANNING'S N = .013 DEPTH OF FLOW IN 42.0 INCH PIPE IS 31.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 14.53 ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 113.16 PIPE TRAVEL TIME(MIN.) = .15 Tc(MIN.) = 19.13 txx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+x+xxxxxxxxxxxxxxxxxxxxxxt FLOW PROCESS FROM NODE 16.10 TO NODE 16.20 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« <<< t >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW) <<<< ---------------------- -------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1396.50 DOWNSTREAM(FEET) = 1390.00 FLOW LENGTH(FEET) = 400.00 MANNING'S N = .013 DEPTH OF FLOW IN 42.0 INCH PIPE IS 32.1 INCHES. PIPE -FLOW VELOCITY(FEET/SEC.) = 14.36 ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 113.16 PIPE TRAVEL TIME(MIN.) = .46 Tc(MIN.) = 19.59 +xxxx++xxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxx++xxxx+xxxxxxxx+++xxxxxxxx FLOW PROCESS FROM NODE 16.20 TO NODE 16.20 IS CODE = 8.1 ---------------------------------------------------------------------------- - -ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ------- -------------------------------------------------------------- MAINLINE TC(MIN) = 19.59 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.994 SUBAREA LOSS RATE DATA(AMC II)E �.. DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN �rrr APARTMENTS A .60 .98 .20 32 APARTMENTS A .70 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 3.28 EFFECTIVE AREA(ACRES) = 45.90 AREA -AVERAGED Fm(INCH/HR) _ .23 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .24 TOTAL AREA(ACRES) = 45.90 PEAK FLOW RATE(CFS) = 114.11 FLOW PROCESS FROM NODE 16.20 TO NODE 17.00 IS CODE = 3.1 ---------------------------------------------------------------------------- »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA«« < >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ----------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1390.00 DOWNSTREAM(FEET) = 1388.50 FLOW LENGTH(FEET) = 90.00 MANNING'S N = .013 DEPTH OF FLOW IN 42.0 INCH PIPE IS 31.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 14.54 ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 114.11 PIPE TRAVEL TIME(MIN.) = .10 Tc(MIN.) = 19.70 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 8.1 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 19.70 R * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.985 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 13.60 .98 .50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 SUBAREA AREA(ACRES) = 13.60 SUBAREA RUNOFF(CFS) = 30.57 EFFECTIVE AREA(ACRES) = 59.50 AREA -AVERAGED Fm(INCH/HR) _ .29 AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .30 TOTAL AREA(ACRES) = 59.50 PEAK FLOW RATE(CFS) = 144.29 FLOW PROCESS FROM NODE 17.00 TO NODE 17.10 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ---------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1387.80 DOWNSTREAM(FEET) = 1376.20 FLOW LENGTH(FEET) = 627.00 MANNING'S N = .013 DEPTH OF FLOW IN 45.0 INCH PIPE IS 34.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.04 ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 144.29 PIPE TRAVEL TIME(MIN.) = .65 TC (MIN. = 20.35 %p- *+*++++*+*+++++************++******+**#**********+++**++*+++***++++++++++++* FLOW PROCESS FROM NODE 17.10 TO NODE 17.10 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< -------------------------------------------------------- MAINLINE Tc(MIN) = 20.35 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.927 r*aw SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A .80 .98 .20 32 :,PARTMENTS A .60 .98 30 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 1.60 SUBAREA RUNOFF(CFS) = 3.93 EFFECTIVE AREA(ACRES) = 61.10 AREA -AVERAGED Fm(INCH/HR) _ .29 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .30 w� TOTAL AREA(ACRES) = 61.10 PEAK FLOW RATE(CFS) = 145.13 FLOW PROCESS FROM NODE 17.10 TO NODE 18.00 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< --------------------- ELEVATION DATA: UPSTREAM(FEET) = 1376.20 DOWNSTREAM (FEET) = 1374.40 FLOW LENGTH(FEET) = 96.00 MANNING'S N = .013 DEPTH OF FLOW IN 45.0 INCH PIPE IS 34.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.15 ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 145.13 PIPE TRAVEL TIME(MIN.) = .10 TC(MIN.) = 20.45 FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 8.1 S >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------- ----- ------------------------------------------ MAINLINE Tc(MIN) = 20.45 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.919 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 24.40 .98 .50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 SUBAREA AREA(ACRES) = 24.40 SUBAREA RUNOFF(CFS) = 53.39 EFFECTIVE AREA(ACRES) = 85.50 AREA -AVERAGED Fm(INCH/HR) _ .34 ( AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .35 TOTAL AREA(ACRES) = 85.50 PEAK FLOW RATE(CFS) = 198.06 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ FLOW PROCESS FROM NODE 18.00 TO NODE 18.10 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1373.70 DOWNSTREAM (FEET) = 1362.30 FLOW LENGTH(FEET) = 780.00 MANNING'S N = .013 DEPTH OF FLOW IN 54.0 INCH PIPE IS 39.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.00 ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 198.06 PIPE TRAVEL TIME(MIN.) = .81 Tc(MIN.) = 21.26 FLOW PROCESS FROM NODE 18.10 TO NODE 18.10 IS CODE = 8.1 r---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 'r F MAINLINE Tc(MIN) = 21.26 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.851 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A .80 .98 .20 32 APARTMENTS A .80 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 1.60 SUBAREA RUNOFF(CFS) = 3.83 EFFECTIVE AREA(ACRES) = 87.10 AREA -AVERAGED FM(INCH/HR) _ .34 '✓ AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .35 TOTAL AREA(ACRES) = 87.10 PEAK FLOW RATE(CFS) = 198.06 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE FLOW PROCESS FROM NODE 18.10 TO NODE 19.00 IS CODE = 3.1 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<< >> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1362.30 DOWNSTREAM (FEET) = 1360.80 FLOW LENGTH(FEET) = 92.00 MANNING'S N = .013 DEPTH OF FLOW IN 51.0 INCH PIPE IS 40.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.43 ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 198.06 PIPE TRAVEL TIME(MIN.) = .09 TC(MIN.) = 21.35 rrrrr+rrxx++++rrrrrrrrrrrrrrrrrr+r+rrrr:rrx+x++++rrrrrrrx+rrrrrr++rr++r+rrrr FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< - -- - ---------------------------------------------------------- MAINLINE Tc(MIN) = 21.35 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.844 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 12.10 .98 .50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 SUBAREA AREA(ACRES) = 12.10 SUBAREA RUNOFF(CFS) = 25.66 EFFECTIVE AREA(ACRES) = 99.20 AREA -AVERAGED Fm(INCH/HR) _ .36 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .37 TOTAL AREA(ACRES) = 99.20 PEAK FLOW RATE(CFS) = 221.76 :xxxxxxxxxxxr+xxxxxrxrrxxxxxxxxrxxxxxxxxxxxxxxxxxxxxxxxxxxxtxxxxtxxxxxxxr+tr FLOW PROCESS FROM NODE 19.00 TO NODE 19.10 IS CODE = 3.1 ---------------------------------------------------------------------------- »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< » » >USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA UPSTREAM(FEET) = 1360.80 DOWNSTREAM(FEET) = 1352.70 FLOW LENGTH(FEET) = 418.00 MANNING'S N = .013 DEPTH OF FLOW IN 51.0 INCH PIPE IS 41.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 17.92 ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 221.76 PIPE TRAVEL TIME(MIN.) = .39 Tc(MIN.) = 21.74 xxxxxxxxtxxxxxxxrxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxrrrrx FLOW PROCESS FROM NODE 19.10 TO NODE 19.10 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< -------------------------------------------------------------------- MAINLINE Tc(MIN) = 21.74 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.813 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A .60 .98 .20 32 APARTMENTS A .50 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFSe 2.S9 EFFECTIVE AREA(ACRES) = 100.30 AREA -AVERAGED Fm(INCH/HR) _ .36 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .37 TOTAL AREA(ACRES) = 100.30 PEAK FLOW RATE(CFS) = 221.76 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE ****xrxxxxxrrx+rxrxrrrrrrxrrrrxxx+xxxxxxxxxxxrxrxxxxxxxrrxxxxxxxxrxxxrrrxx+r FLOW PROCESS FROM NODE 19.10 TO NODE 20.00 IS CODE = 3.1 ---------------------------------------------------------------------------- %NOW »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< -------------------------------------------------- ELEVATION DATA UPSTREAM(FEET) = 1352.70 DOWNSTREAM(FEET) = 1350.90 FLOW LENGTH(FEET) = 94.90 MANNING'S N = .013 DEPTH DF FLOW IN 54.0 IP;CH PIPE IS 38.6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 18.25 ESTIMATED PIPE DIAMETER(INCH) = 54.00 NU'4BER OF PIPES = 1 PIPE-FLOW(CFS) = 221.76 PIPE TRAVEL TIME(MIN.) _ .09 Tc(MIN.) = 21.83 y� FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------------------------------------------------------ MAINLINE Tc(MIN) = 21.83 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.807 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 25.50 .98 .50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 s SUBAREA AREA(ACRES) = 25.50 SUBAREA RUNOFF(CFS) = 53.22 EFFECTIVE AREA(ACRES) = 125.80 AREA -AVERAGED Fm(INCH/HR) _ .38 AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .39 TOTAL AREA(ACRES) = 125.80 PEAK FLOW RATE(CFS) = 274.25 FLOW PROCESS FROM NODE 20.00 TO NODE 20.10 IS CODE = 3.1 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< » >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1350.90 DOWNSTREAM(FEET) = 1340.30 FLOW LENGTH(FEET) = 566.00 MANNING'S N = .013 DEPTH OF FLOW IN 57.0 INCH PIPE IS 43.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 18.90 ESTIMATED PIPE DIAMETER(INCH) = 57.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 274.25 �^^ PIPE TRAVEL TIME(MIN.) = .50 Tc(MIN.) = 22.33 Om ****#******#*#**#*##***********#**#**#***###****#*#***#****#***********#***# FLOW PROCESS FROM NODE 20.10 TO NODE 20.10 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< --------------------------------------------------------------- MAINLINE Tc(MIN) = 22.33 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.769 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 1.20 .98 .20 32 APARTMENTS A .80 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 2.00 SUBAREA RUNOFF(CFS) = 4.63 EFFECTIVE AREA(ACRES) = 127.80 AREA -AVERAGED Fm(INCH/HR) _ .38 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .39 TOTAL AREA(ACRES) = 127.80 PEAK FLOW RATE(CFS) = 274.60 #**#***********##****#*#********#*********#***************#**#*****#*****#*# --FLOW PROCESS FROM NODE 20.10 TO NODE 21.00 ISDE = 3.1 -------------------------------------------------- -------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< -- ------------------------------------------------ ELEVATION DATA: UPSTREAM(FEET) = 1340.30 DOWNSTREAM(FEET) = 1339.10 FLOW LENGTH(FEET) = 73.00 MANNING'S N = .013 DEPTH OF FLOW IN 57.0 INCH PIPE IS 46.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 17.78 ESTIMATED PIPE DIAMETER(INCH) = 57.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 274.60 yWAMW PIPE TRAVEL TIME(MIN.) = .07 Tc(MIN.) = 22.40 FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------- - -------------------------------------------------------------- MAINLINE TC(MIN) = 22.40 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.764 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 19.00 .98 .50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 SUBAREA AREA(ACRES) = 19.00 SUBAREA RUNOFF(CFS) = 38.92 EFFECTIVE AREA(ACRES) = 146.80 AREA -AVERAGED Fm(INCH/HR) _ .40 AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .41 TOTAL AREA(ACRES) = 146.80 PEAK FLOW RATE(CFS) = 312.94 FLOW PROCESS FROM NODE 21.00 TO NODE 21.10 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1338.90 DOWNSTREAM(FEET) = 1325.70 FLOW LENGTH(FEET) = 578.00 MANNING'S N = .013 DEPTH OF FLOW IN 57.0 INCH PIPE IS 44.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 20.93 ESTIMATED PIPE DIAMETER(INCH) = 57.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 312.94 PIPE TRAVEL TIME(MIN.) = .46 Tc(MIN.) = 22.86 FLOW PROCESS FROM IIODE-----21.10 TO NODE 21.10 -IS CODE = 8.1 ----------------------------------------------- -------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< - ---- -------------- MAINLINE Tc(MIN) - 22.86 j * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.730 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 12.10 .98 .50 32 E SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 SUBAREA AREA(ACRES) = 12.10 SUBAREA RUNOFF(CFS) = 24.42 EFFECTIVE AREA(ACRES) = 158.90 AREA -AVERAGED Fm(INCH/HR) _ .40 AREA -AVERAGED Fp(INCH/HR) = .98 AREA -AVERAGED Ap = .41 TOTAL AREA(ACRES) = 158.90 PEAK FLOW RATE(CFS) = 332.93 FLOW PROCESS FROM NODE 21.10 TO NODE 21.20 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< -------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1325.70 DOWNSTREAM(FEET) = 1321.00 FLOW LENGTH(FEET) = 110.00 MANNING'S N = .013 DEPTH OF FLOW IN 54.0 INCH PIPE IS 38.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 27.28 ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 332.93 llp PIPE TRAVEL TIME(MIN.) = .07 Tc(MIN.) = 22.92 FLOW PROCESS FROM NODE 21.20 TO NODE 21.20 IS CODE = 8.1 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------------------------------------------------------ MAINLINE Tc(MIN) = 22.92 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.725 '%yr SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS :.AND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A .70 .98 .20 32 APARTMENTS A .80 .98 .20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20 SUBAREA AREA(ACRES) = 1.50 SUBAREA RUNOFF(CFS) = 3.42 EFFECTIVE AREA(ACRES) = 160.40 AREA -AVERAGED Fm(INCH/HR) _ .40 �.. AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED Ap = .41 TOTAL AREA(ACRES) = 160.40 PEAK FLOW RATE(CFS) = 335.66 FLOW PROCESS FROM NODE 21.20 TO NODE 22.00 IS CODE = 3.1 G---------------------------------------------------------------------------- t »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA«« < »»>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ---------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1321.00 DOWNSTREAM(FEET) = 1317.70 t FLOW LENGTH(FEET) = 50.00 MANNING'S N = .013 t DEPTH OF FLOW IN 48.0 INCH PIPE IS 37.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 31.72 ESTIMATED PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 335.66 PIPE TRAVEL TIME(MIN.) _ .03 Tc(MIN.) = 22.95 END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 160.40 TC(MIN.) = 22.95 i EFFECTIVE AREA(ACRES) = 160.40 AREA -AVERAGED Fm(INCH/HR)= .40 i` AREA -AVERAGED Fp(INCH/HR) _ .98 AREA -AVERAGED AP = .41 PEAK FLOW RATE(CFS) = 335.66 END OF RATIONAL METHOD ANALYSIS 0 14 T1 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. 0 T2 FN = SANSEVAINE T3 SO 1017.4401319.200 1 1326.600 R 1060.2501321.160 1 .013 50.000 .000 0 JX 1061.7501321.230 1 8 .013 1.400 80.0 .000 ,. R 1747.4101338.890 1 .013 15.000 .000 1 R 1070.2501321.620 1 .013 .000 .000 0 JX 1071.7501321.690 1 8 .013 1.400 1323.410 70.0 .000 R 1160.0001325.720 1 .013 .000 .000 0 R 1171.5601326.050 1 .013 .000 0 JX 1174.5601326.140 1 2 .013 20.000 1326.850 70.0 .000 .000 R 1401.7401332.840 1 .013 .000 .000 0 R 1747.4101338.890 1 .013 .000 .000 0 JX 1757.6101339.070 1 2 .014 38.300 1339.960 60.0 .000 R 1828.2501340.290 1 .013 .000 .000 0 JX 1829.7501340.320 1 8 .013 0.150 1342.060 70.0 .000 R 1837.2501340.450 1 .013 .000 .000 0 JX 1838.7501340.470 1 8 .013 0.150 1342.210 70.0 .000 R 2397.5001350.170 1 .013 .000 .000 0 JX 2411.2001350.910 4 3 .014 52.500 1350.920 30.0 .000 R 2923.2001360.600 4 .013 .000 .000 0 JX 2933.4001360.770 4 5 .014 23.700 1361.410 45.0 .000 R 3714.1001373.700 4 .013 .000 .000 0 JX 3726.5001374.400 6 2 .013 53.000 1369.450 45.0 .000 R 3822.2501376.150 6 .013 .000 .000 0 JX 3823.7501376.180 6 8 .013 0.400 1377.660 60.0 .000 R 3830.2501376.299 6 .013 .000 .000 0 JX 3831.7501376.326 6 8 .013 0.400 1377.550 .000 .000 0 R 4092.3301381.090 6 .013 .000 .000 0 R 4449.3001387.800 6 .013 .000 .000 0 JX 4460.4001388.510 3 7 .014 30.100 1388.550 45.0 .000 R 4549.1001389.965 3 .013 .000 .000 0 JX 4550.6001389.989 3 8 .013 0.450 1390.980 70.0 .000 R 4557.2501390.098 3 .013 .000 0 JX 4558.7501390.123 3 8 .013 0.450 1391.110 80.0 .000 .000 R 4782.3301393.790 3 .013 .000 .000 0 R 5092.8501398.070 3 .013 .000 .000 0 JX 5094.8501398.100 3 9 .014 19.600 1398.840 70.0 .000 R 5165.7501399.080 3 .013 .000 .000 0 JX 5170.4101400.640 2 8 .013 2.000 1401.120 55.0 .000 R 5299.0001403.650 2 .013 .000 .000 0 JX 5301.0001403.700 2 9 .013 21.000 1403.650 60.0 .000 R 5566.6901410.390 2 .013 .000 .000 0 JX 5571.3501410.490 2 9 .013 3.900 1410.440 70.0 .000 I R 5604.1801411.260 2 .013 .000 .000 0 JX 5606.1801411.310 2 9 .013 2.000 1411.260 70.0 .000 R 5637.9201412.040 2 .013 .000 .000 0 JX 5642.5801412.150 2 9 .013 15.000 1412.790 70.0 .000 R 5740.0001413.120 2 .013 .000 .000 0 SH 5740.0001413.120 2 1413.120 CD 1 4 1 .000 5.000 .000 .000 .000 .00 CD 2 4 1 .000 3.000 .000 .000 .000 .00 CD 3 4 1 .000 3.500 .000 .000 *D00 .00 CD 4 4 1 .000 4.500 .000 .000 .000 .00 CD 5 4 1 .000 3.000 .000 .000 .000 .00 CD 6 4 1 .000 4.000 .000 .000 .000 .00 CD 7 4 1 .000 2.500 .000 .000 .000 .00 CD 8 4 1 .000 1.500 .000 .000 .000 .00 CD 9 4 1 .000 2.000 .000 .000 .000 .00 4 50.900 .0 r ( ! i FILE: SANSEVAINE.WSW W S P G W- CIVILDESIGN Version 12.95 PAGE 1 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time:11:41:50 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE ++++++++.+++x+++++++xxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxrxxx,t*trx*txx.*.xxrxx+.xxx+x,rx,r*rrxr+++*++.x*+xxr+xxxxr•x.,r*x*wx+rx xx.x«x*+r Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow Top]Height/ Base Wt) INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elim ICh Slope I ISF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall ZR IType Ch ++�++++++Ix++++xx+xlxxx+xx+xlx+xxxxxxx�xxxxxxxxxlxxxxxxxlxrxxxxxl+rxx*rx**xlrx*x,rx+l+r,rr+.x,r*+I+.*xxrr«I+.xxrr+rxl:rr*r,rtl,r,r*x* Ixxx+x*+ 1017.440 1319.200 3.173 1322.373 336.80 25.63 10.20 1332.57 5.00 4.78 4.82 5.000 .000 .00 1 .0 42.810 .0458 .0298 1.28 5.00 2.73 2.80 .013 .00 .00 PIPE 1060.250 1321.160 3.287 1324.447 336.80 24.61 9.40 1333.85 .00 4.78 4.75 5.000 .000 .00 1 .0 JUNCT STR .0466 .0285 .04 3.29 2.55 .013 .00 .00 PIPE 1061.750 1321.230 3.264 1324.494 335.40 24.71 9.48 1333.97 .00 4.78 4.76 5.000 .000 .00 1 .0 8.500 .0459 .0283 .24 3.26 2.58 2.79 .013 .00 .00 PIPE 1070.250 1321.620 3.291 1324.911 335.40 24.48 9.30 1334.21 .00 4.78 4.74 5.000 .000 .00 1 .0 JUNCT STR .0466 .0281 .04 3.29 2.54 .013 .00 .00 PIPE 1071.750 1321.690 3.268 1324.958 334.00 24.57 9.37 1334.33 .00 4.77 4.76 5.000 .000 .00 1 .0 .288 .0457 .0283 .01 3.27 2.56 2.79 .013 .00 .00 PIPE 1072.038 1321.703 3.268 1324.971 334.00 24.56 9.36 1334.34 .00 4.77 4.76 5.000 .000 .00 1 .0 37.461 .0457 .0267 1.00 3.27 2.56 2.79 .013 .00 .00 PIPE 1109.498 1323.414 3.409 1326.823 334.00 23.41 8.51 1335.34 .00 4.77 4.66 5.000 .000 .00 1 .0 28.424 .0457 .0238 .68 3.41 2.36 2.79 .013 .00 .00 PIPE 1137.922 1324.712 3.561 1328.273 334.00 22.33 7.74 1336.01 .00 4.77 4.53 5.000 .000 .00 1 .0 22.078 .0457 .0213 .47 3.56 2.16 2.79 .013 .00 .00 PIPE 1160.000 1325.720 3.726 1329.446 334.00 21.29 7.04 1336.48 .00 4.77 4.36 5.000 .000 .00 1 .0 11.560 .0286 .0199 .23 3.73 1.98 3.26 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W- CIVILDESIGN Version 12.95 PAGE 2 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time:11:41:50 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE +++++++++++++++++x++x+*x*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxtxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxtxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxx Invert Depth water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station Elev (FT) ( Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Aver HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch +++++++++++++++++xl+++x+x++I++xx+x+xxlxx+xxxxxxlxxxxxxxlx+xxxxxlxxxxxxxxxlxxxxx+xlxxx+xxxx�xxxxxxxxlxxxxxxxlxxxxxxxlxxxxx �xxxxxxx 1171.560 1326.050 3.761 1329.811 334.00 21.08 6.90 1336.71 .00 4.77 4.32 5.000 .000 .00 1 .0 JUNCT STR .0300 .0223 .07 3.76 1.94 .013 .00 .00 PIPE 1174.560 1326.140 3.272 1329.412 314.00 23.06 8.26 1337.67 .00 4.72 4.76 5.000 .000 .00 1 .0 68.554 .0295 .0241 1.65 3.27 2.40 3.09 .013 .00 .00 PIPE 1243.114 1328.162 3.354 1331.516 314.00 22.42 7.81 1339.32 .00 4.72 4.70 5.000 .000 .00 1 .0 71.867 .0295 .0220 1.65 3.35 2.29 3.09 .013 .00 .00 PIPE 1317.981 1330.370 3.501 1333.871 314.00 21.38 7.10 1340.97 .00 4.72 4.58 5.000 .000 .00 1 .0 49.189 .0295 .0196 .96 3.50 2.10 3.09 .013 .00 .00 PIPE 1367.170 1331.820 3.660 1335.481 314.00 20.38 6.45 1341.93 .00 4.72 4.43 5.000 .000 .00 1 .0 34.570 .0295 .0176 .61 3.66 1.93 3.09 .013 .00 .00 PIPE 1401.740 1332.840 3.834 1336.674 314.00 19.43 5.86 1342.54 .00 4.72 4.23 5.000 .000 .00 1 .0 156.393 .0175 .0161 2.52 3.83 1.75 3.75 .013 .00 .00 PIPE 1558.133 1335.577 3.949 1339.526 314.00 18.87 5.53 1345.06 .00 4.72 4.07 5.000 .000 .00 1 .0 112.847 .0175 .0149 1.68 3.95 1.65 3.75 .013 .00 .00 PIPE 1670.980 1337.552 4.157 1341.709 314.00 18.00 5.03 1346.74 .00 4.72 3.74 5.000 .000 .00 1 .0 55.519 .0175 .0136 .76 4.16 1.47 3.75 .013 .00 .00 PIPE 1726.499 1338.524 4.399 1342.923 314.00 17.16 4.57 1347.49 .00 4.72 3.25 5.000 .000 .00 1 .0 20.911 .0175 .0128 .27 4.40 1.27 3.75 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE PAGE 3 Date: 7-26-2001 Time:11-.41:50 +++++++++++:+++++.+.++•+•+.++,t+++++r+«t+r•«*.++rr:•,kr*.r.**.*«r•�+r»rrr•r.�+:rtt+�:ti«+.r*w.•+•r*,t *+rte+.r+•.*x+.rt•+r+«*+rr ,r.+w.wr• Invert Depth Water Q Vel Vel Energy I Super ICriticallFlow ToplHeight/Base Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem SCh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch .++.+++++I+++++++++I+++++++rl++++++++al+r+•.,r.rrla++.tr*+�w#�r*rrlrrrrf*,rrrl+r,tt.rr�r:�►rrrrl,rr,rr+r,r*■I+r+.+*r�+**rr++l+rw*r I.*r«+rr 1747.410 1338.890 4.718 1343.608 314.00 16.36 4.15 1347.76 .00 4.72 2.31 5.000 .000 .00 1 .0 JUNCT STR .0176 .0138 .14 4.72 1.00 .014 .00 .00 PIPE 1757.610 1339.070 6.536 1345.606 275.70 14.04 3.06 1348.67 .00 4.57 .00 5.000 .000 .00 1 .0 70.640 .0173 .0112 .79 6.54 .00 3.40 .013 .00 .00 PIPE 1828.250 1340.290 6.108 1346.398 275.70 14.04 3.06 1349.46 .00 4.57 .00 5.000 .000 .00 1 .0 JUNCT STR .0199 .0112 .02 6.11 .00 .013 .00 .00 PIPE 1829.750 1340.320 6.101 1346.421 275.55 14.03 3.06 1349.48 .00 4.56 .00 5.000 .000 .00 1 .0 7.500 .0173 .0112 .08 6_.10 .00 3.39 .013 .00 .00 PIPE 1837.250 1340.450 6.Q551 1346.505 275.55 14.03 3.06 1349.56 .00 4.56 .00 5.000 .000 .00 1 .0 JUNCT STR .0133 .0112 .02 6.06 .00 .013 .00 .00 PIPE 1838.750 1340.470 6.059 1346.529 275.40 14.03 3.05 1349.58 .00 4.56 .00 5.000 .000 .00 1 .0 31.185 .0174 .0112 .35 6.06 .00 3.39 .013 .00 .00 PIPE 1869.935 1341.011 5.865 1346.876 275.40 14.03 3.05 1349.93 .00 4.56 .00 5.000 .000 .00 1 .0 HYDRAULIC JUMP 1869.935 1341.011 3.421 1344.432 275.40 19.24 5.75 1350.18 .00 4.56 4.65 5.000 .000 .00 1 .0 267.205 .0174 .0163 4.35 3.42 1.93 3.39 .013 .00 .00 PIPE 2137.139 1345.650 3.528 1349.178 275.40 18.59 5.37 1354.55 .00 4.56 4.56 5.000 .000 .00 1 .0 127.263 .0174 .0148 1.88 3.53 1.82 3.39 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W- CIVILDESIGN Version 12.95 PAGE 4 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time:ll:41:50 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE +++++++«++++++«+:**+++«+e«+«+,rr,t,rr•r+.,rr*+r*rw««e«+r,r+,r,r,tr,►t«,rr***+r+a,r,r,r*►�*,t,r,r,t*t+*,tf,rrt«,e,e+,r+rt,tr+r««,e ,r**,r,rf,r,r�«,t:,rtfr*+rwt •,rr,r*+.« Invert Depth Water i I Vel Vel I Energy I Super (CriticallFlow ToplHeight/ Base Wtj INo Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.El.I Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem (Ch Slope I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Falb ZR IType Ch 2264.403 1347.859 3.689 1351.548 275.40 17.73 4.88 1356.43 .00 4.56 4.40 5.000 .000 .00 1 .0 65.021 .0174 .0133 .86 3.69 1.66 3.39 .013 .00 .00 PIPE 2329.423 1348.988 3.866 1352.854 275.40 16.90 4.44 1357.29 .00 4.56 4.19 5.000 .000 .00 1 .0 38.354 .0174 .0120 .46 3.87 1.51 3.39 .013 .00 .00 PIPE 2367.777 1349.654 4.062 1353.716 275.40 16.12 4.03 1357.75 .00 4.56 3.90 5.000 .000 .00 1 .0 21.845 .0174 .0109 .24 4.06 1.36 3.39 .013 .00 .00 PIPE 2389.622 1350.033 4.287 1354.320 275.40 15.37 3.67 1357.99 .00 4.56 3.50 5.000 .000 .00 1 .0 7.878 .0174 .0101 .08 4.29 1.20 3.39 .013 .00 .00 PIPE 2397.500 1350.170 4.564 1354.734 275.40 14.65 3.33 1358.07 .00 4.56 2.82 5.000 .000 .00 1 .0 JUNCT STR .0540 4.56 1.00 .014 .00 .00 PIPE 2111.200 1350.910 3.132 1354.042 222.90 18.86 5.52 1359.57 .00 4.17 4.14 4.500 .000 .00 1 .0 230.415 .0189 .0181 4.16 3.13 1.97 3.11 .013 .00 .00 PIPE 2641.614 1355.271 3.203 1358.474 222.90 18.40 5.26 1363.73 .00 4.17 4.08 4.500 .000 .00 1 .0 143.275 .0189 .0166 2.38 3.20 1.88 3.11 .013 .00 .00 PIPE 2784.889 1357.982 3.351 1361.333 222.90 17.55 4.78 1366.11 .00 4.17 3.92 4.500 .000 .00 1 .0 G7.987 .0189 .0149 1.01 3.35 1.72 3.11 .013 .00 .00 PIPE 2852.876 1359.269 3.513 1362.782 222.90 16.73 4.35 1367.13 .00 4.17 3.72 4.500 .000 .00 1 .0 39.227 .0189 .0135 .53 3.51 1.56 3.11 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W- CIVILDESIGN Version 12.95 PAGE 5 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time:11:41:50 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN - SANSEVAINE Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width Dia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope I SF Ave) HF ISE DpthlFroude NINorm Dp I "N" ( X -Fall ZR IType Ch +xx+x+x+xlxxxx+xxxxlx#######I##x##x###Ix##+x##xxI#t#####I#######I#########I#######I#######xI########I###x###I###x#xxl###+x I##xx### 2892.103 1360.011 3.694 1363.706 222.90 15.95 3.95 1367.66 .00 4.17 3.45 4.500 .000 .00 1 .0 22.608 .0189 .0123 .28 3.69 1.40 3.11 .013 .00 .00 PIPE 2914.711 1360.439 3.903 1364.342 222.90 15.21 3.59 1367.93 .00 4.17 3.05 4.500 .000 .00 1 .0 8.489 .0189 .0114 .10 3.90 1.22 3.11 .013 .00 .00 PIPE 2923.200 1360.600 4.167 1364.767 222.90 14.50 3.26 1368.03 .00 4.17 2.36 4.500 .000 .00 1 .0 JUNCT STR .0167 .0124 .13 4.17 1.00 .014 .00 .00 PIPE 2933.400 1360.770 5.475 1366.245 199.20 12.52 2.44 1368.68 .00 4.03 .00 4.500 .000 .00 1 .0 48.167 .0166 .0103 .49 5.48 .00 3.01 .013 .00 .00 PIPE 2981.567 1361.568 5. 4 1366.732 199.20 12.52 2.44 1369.17 .00 4.03 .00 4.500 .000 .00 1 .0 HYDRAULIC JUMP 2981.567 1361.568 3.009 1364.577 199.20 17.63 4.82 1369.40 .00 4.03 4.24 4.500 .000 .00 1 .0 18-7.121 .0166 .0166 3.10 3.01 1.90 3.01 .013 .00 .00 PIPE 3168.689 1364.667 3.009 1367.676 199.20 17.63 4.82 1372.50 .00 4.03 4.24 4.500 .000 .00 1 .0 339.285 .0166 .0157 5.32 3.01 1.90 3.01 .013 .00 .00 PIPE 3507.973 1370.286 3.136 1373.422 199.20 16.83 4.40 1377.82 .00 4.03 4.14 4.500 .000 .00 1 .0 101.213 .0166 .0140 1.42 3.14 1.75 3.01 .013 .00 .00 PIPE 3609.186 1371.962 3.278 1375.240 199.20 16.05 4.00 1379.24 .00 4.03 4.00 4.500 .000 .00 1 .0 51.944 .0166 .0125 .65 3.28 1.61 3.01 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW -f ------ --*- W ---- - W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE PAGE 6 Date: 7-26-2001 Time:11:41:50 +++++++++++++++++++++++++++++******+***********fk***************** III, ** III *f rIII, *****f III h,r 4*rIII ***** III *****+*++*++ III +r***************III ******** Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/ Base WtI INo Wth Station I Elev (FT) ( Elev (CFS) (FPS) Head I Grd.El.I Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem SCh Slope I I SF Aver HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch 3661.131 1372.823 3.433 1376.256 199.20 15.30 3.64 1379.89 .00 4.03 3.83 4.500 .000 .00 1 .0 30.262 .0166 .0113 .34 3.43 1.46 3.01 .013 .00 .00 PIPE 3691.393 1373.324 3.604 1376.928 199.20 14.59 3.30 1380.23 .00 4.03 3.59 4.500 .000 .00 1 .0 16.840 .0166 .0102 .17 3.60 1.32 3.01 .013 .00 .00 PIPE +708.233 1373.603 3.798 1377.401 199.20 13.91 3.00 1380.41 .00 4.03 3.27 4.500 .000 .00 1 .0 5.867 .0166 .0094 .06 3.80 1.17 3.01 .013 .00 .00 PIPE 3714.100 1373.700 4.030 1377.730 199.20 13.26 2.73 1380.46 .00 4.03 2.75 4.500 .000 .00 1 .0 JUNCT STR .0565 .0097 .12 4.03 1.00 .013 .00 .00 PIPE 3726.500 1374.400 4.V5 1379.335 146.20 11.63 2.10 1381.44 .00 3.56 .00 4.000 .000 .00 1 .0 32.870 .0183 .0104 .34 4.94 .00 2.59 .013 .00 .00 PIPE 3759.370 1375.001 4.671 1379.671 146.20 11.63 2.10 1381.77 .00 3.56 .00 4.000 .000 .00 1 .0 HYDRAULIC JUMP 3759.370 1375.001 2.606 1377.606 146.20 16.87 4.42 1382.02 .00 3.56 3.81 4.000 .000 .00 1 .0 62.880 .0183 .0179 1.13 2.61 1.97 2.59 .013 .00 .00 PIPE 3822.250 1376.150 2.613 1378.763 146.20 16.81 4.39 1383.15 .00 3.56 3.81 4.000 .000 .00 1 .0 JUNCT STR .0200 .0180 .03 2.61 1.96 .013 .00 .00 PIPE 3823.750 1376.180 2.597 1378.777 145.80 16.88 4.43 1383.20 .00 3.56 3.82 4.000 .000 .00 1 .0 6.500 .0183 .0181 .12 2.60 1.98 2.59 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN : SANSEVAINE PAGE 7 Date: 7-26-2001 Time:11:41:50 +++++++++++++x+x+x+xx+x+xxxxx+xxx+xxxxxxxxxxxxxxxxx,rxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx�xxxxxxxxxxxxxxxxxx*xxxxxxxxxx xxxxxxxx Invert Depth Water Q Vel Vel Energy I Super ICriticalIFlow ToplHeight/ Base Wtj INo Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.I Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem SCh Slope I SF Aver HF ISE DpthIFroude NINorm Dp I I X -Fall ZR IType Ch +++++++++I+x++x+x++I+x++xxxxlxxxxxxxxxlxx,exxxxx,elxxxxxxxlxxrxx+xlxxxxxxx+xlxxxxxxxlxxxxxxxxlxx,rxxxxxlxxxxxxxlxxxrxxxlxxxxx Ixxxxxxx 3830.250 1376.299 2.598 1378.897 145.80 16.88 4.42 1383.32 .00 3.56 3.82 4.000 .000 .00 1 .0 JU14CT STR .0181 .0182 .03 2.60 1.98 .013 .00 .00 PIPE 3831.750 1376.326 2.582 1378.908 145.40 16.95 4.46 1383.37 .00 3.56 3.83 4.000 .000 .00 1 .0 260.560 .0183 .0182 4.75 2.58 2.00 2.58 .013 .00 .00 PIPE 4092.330 1381.090 2.585 1383.675 145.40 16.93 4.45 1388.13 .00 3.56 3.83 4.000 .000 .00 1 .0 157.921 .0188 .0175 2.76 2.58 1.99 2.56 .013 .00 .00 PIPE 4250.250 1384.058 2.658 1386.717 145.40 16.39 4.17 1390.89 .00 3.56 3.78 4.000 .000 .00 1 .0 90.331 .0188 .0159 1.43 2.66 1.88 2.56 .013 .00 .00 PIPE 4340.582 1385.756 2,774 1388.531 145.40 15.63 3.79 1392.32 .00 3.56 3.69 4.000 .000 .00 1 .0 47.421 .0188 .0142 .67 2.77 1.73 2.56 .013 .00 .00 PIPE 4388.003 1386.648 2.899 1389.547 145.40 14.90 3.45 1392.99 .00 3.56 3.57 4.000 .000 .00 1 .0 28.823 .0188 .0127 .37 2.90 1.59 2.56 .013 .00 .00 PIPE 4416.826 1387.190 3.036 1390.226 145.40 14.21 3.13 1393.36 .00 3.56 3.42 4.000 .000 .00 1 .0 18.246 .0188 .0114 .21 3.04 1.45 2.56 .013 .00 .00 PIPE 4435.072 1387.533 3.186 1390.719 145.40 13.55 2.85 1393.57 .00 3.56 3.22 4.000 .000 .00 1 .0 10.516 .0188 .0103 .11 3.19 1.31 2.56 .013 .00 .00 PIPE 4445.587 1387.730 3.356 1391.086 145.40 12.92 2.59 1393.68 .00 3.56 2.94 4.000 .000 .00 1 .0 3.712 .0188 .0095 .04 3.36 1.16 2.56 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW r W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE PAGE 8 Date: 7-26-2001 Time:11:41:50 tt++++t++ttttttt++tttttttxtx#x#xtxxx##t#xxtxt#x#xxxxxxxxx##xtxx#*#x#xx#x##xx###x##xxx###xxx#xxxxxx##x#xx##xx#xxxx#xxxxxxxx xx#xxxxx Invert Depth water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/ Base Wtl INo Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width Dia.-FTIor I.D.1 ZL jPrs/Pip L/Elem SCh Slope I SF Avel HF ISE DpthjFroude NINorm Dp I "N" I X -Fall ZR IType Ch ttt+t+tttIti#t#ttt+I+*tt+*xxItttxt#i#xfxtt#txi*xl#t##x*#Ixt#t###Ixx#*x#*t*I####*##Ix###xx**It*xx*xi*It#*x#*xlt**x#t#I*tx*# I*#x#**# 4449.300 1387.800 3.558 1391.358 145.40 12.31 2.35 1393.71 .00 3.56 2.51 4.000 .000 .00 1 .0 JUNCT STR .0640 .0129 .14 3.56 1.00 .014 .00 .00 PIPE 4460.400 1388.510 3.797 1392.307 115.30 11.98 2.23 1394.54 .00 3.21 .00 3.500 .000 .00 1 .0 .188 .0164 .0131 .00 3.80 .00 2.58 .013 .00 .00 PIPE 4460.587 1388.513 3.797 1392.310 115.30 11.98 2.23 1394.54 .00 3.21 .00 3.500 .000 .00 1 .0 HYDRAULIC JUMP 4460.587 1388.513 2.612 1391.126 115.30 14.97 3.48 1394.61 .00 3.21 3.05 3.500 .000 .00 1 .0 88.513 .0164 .0157 1.39 2.61 1.66 2.58 .013 .00 .00 PIPE 4549.100 1389.965 2 648 1392.613 115.30 14.76 3.38 1396.00 .00 3.21 3.00 3.500 .000 .00 1 .0 JUNCT STR .0160 .0156 .02 2.65 1.61 .013 .00 .00 PIPE 4550.600 1389.989 2.617 1392.606 114.85 14.89 3.44 1396.05 .00 3.21 3.04 3.500 .000 .00 1 .0 6.650 .0164 .0158 .10 2.62 1.65 2.58 .013 .00 .00 PIPE 4557.250 1390.098 2.619 1392.717 114.85 14.87 3.44 1396.15 .00 3.21 3.04 3.500 .000 .00 1 .0 JUNCT STR .0167 .0159 .02 2.62 1.64 .013 .00 .00 PIPE 4558.750 1390.123 2.589 1392.712 114.40 15.00 3.49 1396.20 .00 3.21 3.07 3.500 .000 .00 1 .0 131.771 .0164 .0157 2.06 2.59 1.68 2.57 .013 .00 .00 PIPE 4690.521 1392.284 2.645 1394.929 114.40 14.66 3.34 1398.27 .00 3.21 3.01 3.500 .000 .00 1 .0 91.809 .0164 .0145 1.33 2.65 1.60 2.57 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE PAGE 9 Date: 7-26-2001 Time:11:41:50 Invert Depth Water I Vel Vel Energy I Super (CriticallFlow ToplHeight/ Base Wtj INo Wth Station I Elev (FT) Elev i (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch 4782.330 1393.790 2.776 1396.566 114.40 13.98 3.03 1399.60 .00 3.21 2.84 3.500 .000 .00 1 .0 209.563 .0138 .0134 2.81 2.78 1.45 2.77 .013 .00 .00 PIPE 4991.893 1396.678 2.851 1399.530 114.40 13.63 2.88 1402.41 .00 3.21 2.72 3.500 .000 .00 1 .0 81.448 .0138 .0125 1.02 2.85 1.37 2.77 .013 .00 .00 PIPE 5073.341 1397.801 3.010 1400.811 114.40 12.99 2.62 1403.43 .00 3.21 2.43 3.500 .000 .00 1 .0 19.509 .0138 .0116 .23 3.01 1.20 2.77 .013 .00 .00 PIPE 5092.850 1398.070 3.207 1401.277 114.40 12.39 2.38 1403.66 .00 3.21 1.94 3.500 .000 .00 1 .0 JUNCT STR .0150 .0117 .02 3.21 1.00 .014 .00 .00 PIPE 5094.850 1398.100 4.653 1402.753 94.80 9.85 1.51 1404.26 .00 3.01 .00 3.500 .000 .00 1 .0 20.702 .0138 .0089 .18 4.65 .00 2.37 .013 .00 .00 PIPE 5115.552 1398.386 4.549 1402.935 94.80 9.85 1.51 1404.44 .00 3.01 .00 3.500 .000 .00 1 .0 HYDRAULIC JUMP 5115.552 1398.386 1.920 1400.306 94.80 17.54 4.78 1405.08 .00 3.01 3.48 3.500 .000 .00 1 .0 23.577 .0138 .0273 .64 1.92 2.48 2.37 .013 .00 .00 PIPE 5139.129 1398.712 1.868 1400.580 94.80 18.14 5.11 1405.69 .00 3.01 3.49 3.500 .000 .00 1 .0 26.621 .0138 .0304 .81 1.87 2.61 2.37 .013 .00 .00 PIPE 5165.750 1399.080 1.799 1400.879 94.80 19.03 5.62 1406.50 .00 3.01 3.50 3.500 .000 .00 1 .0 JUNCT STR .3348 .0268 .12 1.80 2.81 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W - CIVILDESIGN Version 12.95 PAGE 10 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time:11:41:50 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE Invert Depth water Q Vel Vel I Energy I Super ICriticalIFloW ToplHeight/Base Wtj INo Wth Station Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem SCh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch 5170.410 1400.640 2.344 1402.984 92.80 15.66 3.81 1406.79 .00 2.86 2.48 3.000 .000 .00 1 .0 33.359 .0234 .0209 .70 2.34 1.79 2.24 .013 .00 .00 PIPE 5203.769 1401.421 2.384 1403.805 92.80 15.40 3.68 1407.49 .00 2.86 2.42 3.000 .000 .00 1 .0 54.833 .0234 .0196 1.07 2.38 1.72 2.24 .013 .00 .00 PIPE 5258.602 1402.704 2.510 1405.214 92.80 14.69 3.35 1408.56 .00 2.86 2.22 3.000 .000 .00 1 .0 28.436 .0234 .0180 .51 2.51 1.53 2.24 .013 .00 .00 PIPE 5237.038 1403.370 2.660 1406.030 92.80 14.00 3.05 1409.08 .00 2.86 1.90 3.000 .000 .00 1 .0 11.962 .0234 .0170 .20 2.66 1.32 2.24 .013 .00 .00 PIPE 5299.000 1403.650 2.,62 1406.512 92.80 13.35 2.77 1409.28 .00 2.86 1.26 3.000 .000 .00 1 .0 JUNCT STR .0250 .0142 .03 2.86 1.00 .013 .00 .00 PIPE 5301.000 1403.700 4.787 1408.487 71.80 10.16 1.60 1410.09 .00 2.68 .00 3.000 .000 .00 1 .0 73.773 .0252 .0116 .91 4.79 .00 1.81 .013 .00 .00 PIPE 5379.773 1405.683 3.715 1409.398 71.80 10.16 1.60 1411.00 .00 2.68 .00 3.000 .000 .00 1 .0 HYDRAULIC JUMP 5379.773 1405.683 1.866 1407.550 71.80 15.54 3.75 1411.30 .00 2.68 2.91 3.000 .000 .00 1 .0 55.710 .0252 .0224 1.25 1.87 2.17 1.81 .013 .00 .00 PIPE 5135.483 1407.086 1.902 1408.988 71.80 15.19 3.58 1412.57 .00 2.68 2.89 3.000 .000 .00 1 .0 52.600 .0252 .0205 1.08 1.90 2.09 1.81 .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W - CIVILDESIGN Version 12.95 PAGE 11 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time:11:41:50 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station i Elev I (FT) I Elev (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa11I ZR (Type Ch I I I I I I I I 5488.083 1408.411 1.983 1410.394 I 71.80 14.48 I 3.26 I 1413.65 I .00 I 2.68 2.84 3.000 .000 .00 1 .0 1_ 30.315 .0252 .0183 .55 1.98 1.93 1.81 .013 .00 .00 PIPE 5518.398 1409.174 2.069 1411.243 71.80 13.81 2.96 1414.20 .00 2.68 2.78 3.000 .000 .00 1 .0 19.867 .0252 .0163 .32 2.07 1.78 1.81 .013 .00 .00 PIPE I 5538.265 I 1409.674 I 2.161 I 1411.835 I 71.80 13.17 I 2.69 I 1414.53 I .00 2.68 I 2.69 I 3.000 I I .000 .00 1 .0 13.508 .0252 .0145 .20 2.16 1.63 1.81 .013 .00 .00 I_ PIPE I 5551.773 I 1410.014 i 2.262 I 1412.276 I 71.80 12.55 I 2.45 I 1414.72 I .00 2.68 I 2.58 I 3.000 I I .000 .00 I 1 .0 1_ 9.201 .0252 .0131 .12 2.26 1.49 1.81 .013 .00 .00 PIPE I I 5560.9741-1410.24612.3731-1412.6191- I I I I 71.801- 11.971- I 2.221_1414.84 I I .00 2.68 I 2.44 I 3.000 I .0001- I .00 1 1 .0 5.716 .0252 .0118 I- .07 2.37 1- -1- 1.34 1.81 1 .013 I- .00 .00 PIPE I 5566.690 I I 1410.390 i 2.499 I 1412.889 I 71.80 11.41 2.02 I I 1414.91 .00 I 2.68 I 2.24 I 3.000 I .000 I .00 1 .0 I_ JUNCT STR 0215 .0134 .06 2.50 1.20 .013 .00 .00 PIPE I 5571.350 i 1410.490 I I 2.057 I 1412.547 I 67.90 13.14 2.68 I I 1415.23 .00 I 2.63 I 2.79 I 3.000 I .000 I .00 1 .0 I_ 7.667 .0235 .0153 .12 2.06 1.70 1.79 .013 .00 .00 PIPE I 5579.017 I 1410.670 I I 2.092 I 1412.762 I 67.90 12.90 2.58 I I 1415.34 .00 I 2.63 I 2.76 I 3.000 I .000 I .00 1 .0 I_ 14.986 .0235 .0141 .21 2.09 1.64 1.79 .013 .00 .00 PIPE 5594.003 I 1411.021 I I 2.187 I 1413.208 I 67.90 12.30 2.35 I I 1415.56 .00 I 2.63 I 2.67 I 3.000 I .000 -I- I .00 I 1 .0 1- -1- 10.177 -I- .0235 -I- -I- -I- -I- -I- .0126 -I- .13 -I- 2.19 -I- 1.51 1.79 -I- -I- .013 .00 .00 PIPE FILE: SANSEVAINE.WSW W S P G W - CIVILDESIGN Version 12.95 PAGE 12 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time:11:41:50 SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE. FN = SANSEVAINE Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/ Base Wtj INo Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width Dia.-FTIor I.D.1 ZL IPrs/Pip L/Elem lCh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR I Type Ch 5604.180 1411.260 2.291 1413.551 67.90 11.72 2.13 1415.69 .00 2.63 2.55 3.000 .000 .00 1 .0 JUNCT STR .0250 .0131 .03 2.29 1.37 .013 .00 .00 PIPE 5606.180 1411.310 2.086 1413.396 65.90 12.56 2.45 1415.85 .00 2.60 2.76 3.000 .000 .00 1 .0 7.578 .0230 .0138 .10 2.09 1.61 1.76 .013 .00 .00 PIPE 5613.758 1411.484 2.133 1413.617 65.90 12.26 2.33 1415.95 .00 2.60 2.72 3.000 .000 .00 1 .0 11.048 .0230 .0127 .14 2.13 1.54 1.76 .013 .00 .00 PIPE 5624.807 1411.739 2.231 1413.970 65.90 11.69 2.12 1416.09 .00 2.60 2.62 3.000 .000 .00 1 .0 7.294 .0230 .0114 .08 2.23 1.40 1.76 .013 .00 .00 PIPE 5632.101 1411.906 2.3,39 1414.245 65.90 11.14 1.93 1416.17_I_ .00 2.60 2.49 3.000_I_ .000 .00 1 .0 4.342 .0230 .0103 .04 2.34 1.27 1.76 .013 .00 .00 PIPE 5636.443 1412.006 2.459 1414.465 65.90 10.63 1.75 1416.22 .00 2.60 2.31 3.000 .000 .00 1 .0 1.477 .0230 .0094 .01 2.46 1.14 1.76 .013 .00 .00 PIPE 5637.920 1412.040 2.599 1414.639 65.90 10.13 1.59 1416.23 .00 2.60 2.04 3.000 .000 .00 1 .0 JUNCT STR .0236 .0074 .03 2.60 1.00 .013 .00 .00 PIPE 5642.580 1412.150 3.573 1415.723 50.90 7.20 .81 1416.53 .00 2.32 .00 3.000 .000 .00 1 .0 97.420 .0100 .0058 .57 3.57 .00 1.97 .013 .00 .00 PIPE 5740.000 1413.120 3.170 1416.290 50.90 7.20 .81 1417.10 .00 2.32 .00 3.000 .000 .00 1 .0 T1 SAN SEVAINE S.D. T2 LATERAL ^M" T3 SO 102.0001377.560 1 1378.900 R 116.5201379.710 1 .013 WE 116.5201379.710 2 .500 SH 116.5201379.710 2 1379.710 CD 1 4 1 .000 1.500 .000 .000 .000 .00 CD 2 2 0 .000 5.000 5.000 .000 .000 .00 Q .400 .0 El .000 .000 0 FILE: SANSLATM.WSW W S P G W- CIVILDESIGN Version 12.95 PAGE 1 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time: 1: 9:10 SAN SEVAINE S.D. LATERAL "M" I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/{Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- -I- DpthlFroude NINorm Dp -I- -I- I "N" I -1- X -Fall) -1 ZR (Type Ch +«xxaxxxxlxxx+x+++xlxx++x+xxl+++++x+++I++xx+++x+f+++++++I+++++++I+++++++++I+++++++1++++++++Ix+x+++++1++x++++I+++++++I+++++ I+++++++ I 102.000 I 1377.560 I 1.340 I 1378.900 I .40 .24 I .00 I 1378.90 I .00 I .23 .93 I I 1.500 I .000 -I- .00 I 1 .0 1- -I- .519 -I- .1481 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.34 -1- .03 .11 -i- -I- .013 .00 .00 PIPE I 102.519 I 1377.637 I 1.263 I 1378.900 I .40 .25 I .00 f 1378.90 I .00 I .23 1.09 ( 1.500 I I .000 .00 I 1 .0 .432 .1481 .0000 .00 1.26 .04 .11 .013 .00 .00 PIPE I 102.950 I 1377.701 I 1.199 I 1378.900 I .40 .26 I .00 I 1378.90 f .00 I .23 1.20 I 1.500 I i .000 .00 I 1 .0 .384 .1481 .0000 .00 1.20 .04 .11 .013 .00 .00 PIPE I 103.334 I 1377.758 I 1.142 I 1378.900 i .40 .28 .00 I I 1378.90 I .00 .23 I 1.28 I 1.500 I I .000 .00 I 1 .0 -i- .344 -I- .1481 -I- -t- -I- -I- -I- .0000 -r- .00 -I- 1.14 -I- .05 .11 -I- -I- .013 -i- .00 .00 1- PIPE I 103.678 I 1377.809 I 1.091 I 1378.900 I .40 .29 .00 I I 1378.90 I .00 .23 I 1.34 I 1.500 I I .000 -I- .00 I 1 .0 1- -I- .323 -I- .1481 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.09 -I- .05 .11 -I- -I- .013 .00 .00 PIPE 1 I 104.001 I 1377.856 I 1.043 I 1378.900 I .40 .30 .00 I 1378.90 I 1 .00 .23 I 1.38 I 1.500 I I .000 -I- .00 1 .0 1- -I- .289 -I- .1461 -I- -I- -I- -I- -I- .0000 -I- .00 -i- 1.04 -I- .06 .11 -I- -I- .013 .00 .00 PIPE 104.291 I I 1377.899 I 1.000 I 1378.899 I .40 .32 .00 I 1378.90 I I .00 .23 I 1.41 I 1.500 I .000 I .00 I 1 .0 .276 .1481 .0000 .00 1.00 .06 .11 .013 .00 .00 PIPE i 104.567 I I 1377.940 I .959 I 1378.899 I .40 .34 .00 I 1378.90 I I .00 .23 i 1.44 I 1.500 -I- I .000 -I- I .00 1 .0 1- -I- .256 -I- .1481 -I- -I- -I- -I- -I- .0000 -I- .00 -I- .96 -I- .06 .11 -I- .013 .00 .00 PIPE I 104.822 I I 1377.978 I .921 I 1378.899 I .40 .35 .00 I 1378.90 I I .00 .23 I 1.46 I 1.500 I .000 -I- I .00 1 .0 1- -I- .249 -I- .1481 -I- -I- -I- -I- -I- .0000 -I- .00 -1- .92 -I- .07 .11 -I- -1- .013 .00 .00 PIPE e17,E: SANSLATM.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. LATERAL "M" PAGE 2 Date: 7-26-2001 Time: 1: 9:10 I Invert I Depth I Water I Q I Vel Vel I Energy 1 Super ICriticallFlow ToplHeight/IBaae WtI INo Wth Station i -I- Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I =1- Width IDia.-FTIor I.D.I -I- 2L -f IPrs/Pip -I- LiElem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude NINorm -I- Dp -I- I "N" I X -Fall) 2R IType Ch i 105.071 I 1378.015 I .884 I 1378.899 I .40 .37 I .00 I 1378.90 I .00 I .23 1.48 I I 1.500 I .000 -I- .00 i 1 .0 -I- .228 -I- .1481 -I- -I- -I- -I- -I- .0000 -I- .00 -I- .88 -I- .08 -I- .11 -I- .013 .00 .00 1- PIPE I 105.299 ! 1376.049 I .850 I 1378.899 I .40 .39 I .00 I 1378.90 I .00 I .23 1.49 I I 1.500 1 .000 -I- .00 I 1 .0 -I- .215 -I- .1481 -I- -I- -I- -I- -I- .0000 -1- .00 -I- .85 -I- .08 -I- .11 -I- .013 .00 .00 1- PIPE I 105.514 I 1378.080 1 .618 I 1378.899 I .40 .41 I .00 i 1378.90 I .00 I .23 1.49 I I 1.500 I .000 .00 I 1 .0 -i- .208 -I- .1481 -I- -I- -I- -i- -I- .0000 -I- .00 -I- .82 -I- .09 -I- .11 -I- .013 -I- .00 .00 1- PIPE I 105.722 I 1378.111 I .787 I 1378.898 I .40 .43 I .00 i 1378.90 I .00 .23 I 1.50 i I 1.500 I .000 .00 I 1 .0 -I- .194 -I- .1481 -I- -I- -I- -I- -I- .0001 -1- .00 -I- .79 -I- .09 .11 -I- -I- .013 -t- .00 .00 1- PIPE I 105.916 I 1378.140 I 758 I 1378.898 I .40 .45 I .00 I 1378.90 I .00 .23 I 1.50 I I 1.500 I .000 .00 I 1 .0 .187 .1481 .0001 .00 .76 .10 .11 .013 .00 .00 PIPE I 106.103 i 1378.168 I .730 I 1378.898 I .40 .47 I .00 I 1378.90 1 .00 .23 I 1.50 I I 1.500 I .000 -I- .00 i 1 .0 -I- .173 -I- .1481 -I- -I- -I- -t- -I- .0001 -I- .00 -I- .73 -I- .11 .11 -t- -I- .013 .00 .00 1- PIPE 106.276 1 I 1378.193 I .704 I 1378.897 I .40 .49 I .00 I 1378.90 I .00 .23 I 1.50 I I 1.500 .000 -I- I .00 I 1 .0 -I- .173 -I- .1481 -I- -I- -I- -I- -I- .0001 -1- .00 -I- .70 -I- .12 .11 -I- -I- .013 .00 .00 1- PIPE 106.449 I I 1378.219 i .678 I 1378.897 f .40 .51 I .00 I 1378.90 i .00 .23 I 1.49 I I 1.500 .000 -I- I .00 1 .0 -I- .159 -I- .1481 -I- -t- -i- -1- -I- .0001 -I- .00 -I- .68 -I- .13 .11 -I- -I- .013 .00 .00 1- PIPE 106.609 I I 1378.242 I .654 I 1378.896 I .40 .54 I .00 I 1378.90 I .00 .23 I 1.49 I I 1.500 .000 -I- I .00 I 1 .0 -I- .152 -I- .1481 -I- -I- -I- -I- -I- .0001 -I- .00 -1- .65 -I- .13 .11 -I- -I- .013 .00 .00 1- PIPE FILE: SANSLATM.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. LATERAL "M" PAGE 3 Date: 7-26-2001 Time: 1: 9:10 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.1 2L IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -1- SF Avel -I- -I- HF ISE DpthlFroude -I- -I- NINorm Dp -I- I "N" I -I- X -Fall! -I 2R IType Ch I 106.761 I 1378.265 I .631 I 1378.896 I .40 .57 I .00 I 1378.90 I .00 .23 1 1.48 I I 1.500 1 .000 .00 I 1 .0 .145 .1481 .0001 .00 .63 .14 .11 .013 .00 .00 PIPE i 106.906 I 1378.286 I .609 I 1378.896 i .40 .59 I .01 1 1378.90 I .00 .23 I 1.47 I I 1.500 I .000 .00 I 1 .0 -I- .145 -1- .1481 -I- -I- -I- -I- -I- .0001 -I- .00 -t- .61 -I- .15 -I- .11 -I- .013 -I- .00 .00 1- PIPE 16'.051 1378.308 .587 1378.895 .40 .62 .01 1378.90 .00 .23 1.46 1.500 .000 -I- .00 1 .0 -I- .131 -I- .1481 -f- -I- -I- -I- -I- .0001 -I- .00 -I- .59 -1- .17 -I- .11 -I- .013 .00 .00 1- PIPE I 107.183 I 1378.327 I .567 I 1378.895 i .40 .65 I .01 I 1378.90 1 .00 .23 I 1.45 I 1.500 I I .000 .00 i 1 .0 -I- .131 -I- .1481 -I- -I- -I- -I- -I- .0002 -1- .00 -I- .57 -1- .18 -I- .11 -I- .013 -I- .00 .00 1- PIPE I 107.313 1378.347�547 I I I 1378.894 .40 I .69 .01 I I 1378.90 I .00 .23 I 1.44 I 1.500 I I .000 .00 t 1 .0 .124 .1481 .0002 .00 .55 .19 .11 .013 .00 .00 1- PIPE 107.437 I 1378.365 I .528 I I 1378.893 .40 I .72 .01 I I 1378.90 I .00 .23 I 1.43 I 1.500 I I .000 .00 I 1 .0 -I- .116 -I- .1481 -I- -i- -I- -I- -i- .0002 -I- .00 -I- .53 -I- .20 -1- .11 -I- .013 -I- .00 .00 1- PIPE 107.553 I 1378.382 I .510 I I 1378.892 .40 I .75 .01 1 1 1378.90 I .00 .23 I 1.42 I 1.500 I I .000 .00 I 1 .0 -I- .109 -I- .1481 -I- -I- -i- -I- -I- .0002 -I- .00 -I- .51 -i- .22 -I- .11 -I- .013 -I- .00 .00 1- PIPE 107.662 I 1378.398 I .493 I I 1378.891 .40 1 .79 .01 I I 1378.90 I .00 .23 I 1.41 I 1.500 I I .000 .00 1 .0 -I- .108 -I- .1481 -i- -I- -I- -i- -1- .0003 -I- .00 -I- .49 -I- .23 -I- .11 -I- .013 -I- .00 .00 1- PIPE 107.771 I 1378.415 I .476 I I 1378.891 .40 I .83 .01 I I 1378.90 I .00 .23 I 1.40 I 1.500 I .000 I .00 i 1 .0 -I- .101 -I- .1481 -I- -I- -I- -I- -I- .0003 -1- .00 -I- .48 -I- .25 .11 -I- -I- .013 -I- .00 .00 1- PIPE FILE: SANSLATM.WSW W S P G W- CIVILDESIGN Version 12.95 PAGE 4 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time: 1: 9:10 SAN SEVAINE S.D. LATERAL "M" { Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTior I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- i -I- -I- SF Avel -I- -1- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fa11I -I ZR (Type Ch i i 107.872 I 1378.430 I .460 I 1378.890 I .40 .87 I .01 I 1378.90 I .00 .23 I 1.38 I 1.500 I I .000 .00 1 1 .0 -I- .100 -I- .1481 -I- -I- -I- -I- -I- .0004 -i- .00 -I- .46 -I- .27 -I- .11 -I- .013 -I- .00 .00 1- PIPE i 107.972 I 1378.444 I .444 I 1378.889 I .40 .91 I .01 I 1378.90 I .00 .23 I 1.37 I 1.500 I i .000 .00 I 1 .0 -i- .042 -I- .1481 -I- -I- -I- -I- -I- .0004 -I- .00 -I- .44 -I- .28 -i- .11 -I- .013 -I- .00 .00 1- PIPE I 108.014 -I- I 1378.451 -I- I .429 I 1378.880 -I- 1 .40 -I- .96 I .01 I 1378.89 I .00 .23 -I- i 1.36 I 1.500 -t- -I- I I .000 -I- .00 I 1 i - .0 HYDRAULIC JUMP -I- -I- -I- -I- -I- I 108.014 I 1378.451 I .106 I 1378.557 I .40 7.24 I .81 I 1379.37 I .00 .23 I .77 I 1.500 I I .000 .00 I 1 .0 -I- 1.011 -I- .1481 -I- -I- -I- -I- -I- .1333 -I- .13 -I- .11 -I- 4.76 .11 -I- -I- .013 -I- .00 .00 1- PIPE 109.025 -I- 1378.600 -I- y .110 T -I- 1378.710 -I- .40 -I- 6.86 -I- .73 -I- 1379.44 -I- .00 -i- .23 -I- .78 1.500 -I- -i- .000 -I- .00 1 1- .0 1.916 .1481 .1149 .22 .11 4.43 .11 .013 .00 .00 PIPE I 110.941 I 1378.884 .113 I I 1378.997 .40 I 6.54 I .66 I 1379.66 I .00 .23 I .79 I 1.500 I 1 .000 -I- .00 i 1 .0 -I- 1.177 -I- .1481 -I- -I- -I- -I- -I- .1001 -1- .12 -I- .11 -I- 4.15 .11 -I- -I- .013 .00 .00 1- PIPE 112.119 I 1379.058 t .117 I I 1379.175 .40 i 6.24 i .60 I 1379.78 .00 I .23 I .80 I 1.500 I .000 i .00 I 1 .0 .840 .1481 .0874 .07 .12 3.89 .11 .013 .00 .00 PIPE 112.959 I 1379.183 I .121 I I 1379.304 .40 1 5.95 I .55 I 1379.85 .00 I .23 I .82 I 1.500 I .000 I .00 I 1 .0 -I- .640 -I- .1481 -I- -I- -I- -I- -I- .0763 -1- .05 -I- .12 3.65 -I- .11 -I- -I- .013 -i- .00 .00 1- PIPE 113.599 I 1379.277 I .125 I I 1379.403 .40 I 5.67 t .50 I 1379.90 .00 i .23 I .83 I 1.500 I .000 -I- I .00 I 1 .0 -I- .508 -I- .1481 -I- -1- -I- -I- -I- .0666 -I- .03 -I- .13 3.43 -I- .11 -I- -I- .013 .00 .00 1- PIPE FILE: SANSLATM.WSW W S P G W- CIVILDESIGN Version 12.95 PAGE 5 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time: 1: 9:10 SAN SEVAINE S.D. LATERAL "M" I Invert I Depth I Water I Q i Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Eleni ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall► ZR (Type Ch I ! 114.107 -I- 1379.353 -I- I .129 -I- I 1379.482 -I- I .40 -I- 5.41 I .45 I 1379.94 I .00 .23 I .84 I 1.500 I I .000 .00 I 1 .0 .414 I .1481 -t- -I- .0580 -I- .02 -I- .13 -I- 3.21 .11 -I- -I- .013 -I- .00 .00 1- PIPE 114.521 -I- I 1379.414 -I- I .133 I 1379.547 -I- I .40 5.16 I .41 I 1379.96 I .00 .23 I .85 I 1.500 I I .000 .00 I 1 .0 .334 I .1481 -I- -I- -I- -I- .0506 -I- .02 -I- .13 -I- 3.01 .11 -I- -I- .013 -I- .00 .00 1- PIPE 114.855 I 1379.463 I .138 I 1379.601 I .40 4.92 I .38 I 1379.98 I .00 .23 I .87 I 1.500 l 1 .000 .00 I 1 .0 -I- .290 -I- .1481 -I- -I- -I- -I- -I- .0442 -I- .01 -I- .14 -I- 2.83 .11 -I- -I- .013 -I- .00 .00 1- PIPE I 115.145 I 1379.506 I .142 I 1379.648 I .40 4.69 I .34 I 1379.99 I .00 .23 I .88 I 1.500 I I .000 .00 I 1 .0 -I- .237 -I- .1481 -f- -I- -I- -I- -I- .0385 -I- .01 -I- .14 -I- 2.65 .11 -l- -I- .013 -I- .00 .00 1- PIPE I 115.382 I 1379.542 I .147 I 1379.689 I .40 4.47 .31 I I 1380.00 .00 I .23 I .89 I 1.500 I I .000 .00 I 1 .0 .203 .1481 .0336 .01 .15 2.49 .11 .013 .00 .00 PIPE 115.585 I 1379.572 I I .152 I 1379.724 I .40 4.26 .28 i I 1380.01 .00 I .23 I .91 I 1.500 I I .000 .00 I 1 .0 -I- .174 -I- .1481 -I- -I- -I- -i- -I- .0294 -I- .01 -I- .15 -I- 2.33 .11 -I- -1- .013 -I- .00 .00 1- PIPE 115.759 I 1379.597 I I .157 I 1379.754 I .40 4.06 .26 I I 1380.01 .00 I .23 I .92 i 1.500 I .000 I .00 I 1 .0 -I- .149 -I- .1481 -I- -I- -I- -I- -I- .0256 -I- .00 -I- .16 -I- 2.19 .11 -I- -I- .013 -I- .00 .00 1- PIPE 115.908 I 1379.619 I I .162 I 1379.781 I .40 3.87 .23 I I 1380.01 .00 I .23 I .93 I 1.500 I .000 I .00 i 1 .0 -I- .129 -I- .1481 -I- -I- -I- -I- -I- .0223 -I- .00 -i- .16 -I- 2.05 .11 -I- -I- .013 -I- .00 .00 1- PIPE 116.037 I 1379.638 I i .167 i 1379.806 I .40 3.69 .21 I I 1380.02 .00 i .23 i .94 I 1.500 I .000 I .00 I 1 .0 -I- .103 -I- .1481 -I- -I- -I- -I- -I- .0195 -I- .00 -I- .17 -i- 1.92 .11 -I- -I- .013 -I- .00 .00 1- PIPE F1LF: SANSLATM.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S.D. LATERAL "M" PAGE 6 Date: 7-26-2001 Time: 1: 9:10 I Invert I Depth I Water ( Q I Vel Vel I Energy I Super (Critical{Flow ToplHeight/!Base Wtf ]NO Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTior I.D.) ZL -! IPrs/Pip -i- L/Eleni ICh -I- Slope I -I- I -I- I -t- I -I- -I- SF Ave► -I- HF ISE -l- -I- DpthlFroude NINorm -f- Dp -I- I "N" I -I- X -Fall) ZR IType Ch I 116.140 I 1379.654 I .173 1 1379.827 I .40 3.52 I .19 I 1380.02 I .00 .23 I .96 I I 1.500 I .000 .00 I 1 .0 -I- .095 -I- .1481 -I- -I- -I- -I- -I- .0170 -I- .00 -I- .17 -I- 1.80 -I- .11 -I- .013 -I- .00 .00 1- PIPE I 116.235 I 1379.668 I .176 I 1379.846 I .40 3.36 I .18 I 1380.02 I .00 .23 I .97 f 1.500 I I .000 .00 I 1 .0 .074 .1481 .0148 .00 .18 1.69 .11 .013 .00 .00 PIPE I 116.310 I 1379.679 I .184 I 1379.863 I .40 3.20 I .16 I 1380.02 I .00 .23 I .98 I 1.500 I I .000 -I- .00 I 1 .0 -I- .055 -I- .1481 -I- -I- -I- -I- -I- .0129 -I- .00 -I- .18 -I- 1.56 .11 -I- -I- .013 .00 .00 1- PIPE I 116.365 I 1379.687 I .191 i 1379.878 I .40 3.05 I .14 I 1380.02 I .00 .23 i 1.00 I 1.500 I I .000 .00 I 1 .0 -I- .052 -I- .14`81 -I- -I- -I- -I- -I- .0113 -I- .00 -I- .19 -i- 1.49 .11 -I- -I- .013 -I- .00 .00 1- PIPE I 116.417 1 1379.695 I 397 I 1379.892 I .40 2.91 I .13 1380.02 I I .00 .23 I 1.01 I 1.500 I I .000 .00 I 1 .0 .043 .1481 .0099 .00 .20 1.39 .11 .013 .00 .00 PIPE i 116.460 I 1379.701 I .203 I 1379.904 I .40 2.77 I .12 1380.02 I I .00 .23 1 1.03 I 1.500 ► I .000 .00 I 1 .0 -I- .028 -I- .1481 -I- -I- -I- -I- -I- .0086 -I- .00 -I- .20 -I- 1.30 .11 -f- -I- .013 -I- .00 .00 1- PIPE 116.488 I 1379.705 I .210 I I 1379.915 I .40 2.65 I .11 1380.02 I I .00 .23 I 1.04 I 1.500 I I .000 -1- .00 I 1 .0 -I- .021 -I- .1481 -I- -I- -I- -I- -t- .0075 -I- .00 -I- .21 -I- 1.22 .11 -I- -I- .013 .00 .00 1- PIPE 116.508 I 1379.708 I .217 I I 1379.925 I .40 2.52 I .10 1380.02 I I .00 .23 I 1.06 I 1.500 I 1 .000 -I- .00 I 1 .0 -I- .007 -I- .1481 -I- -I- -I- -I- -I- .0066 -I- .00 -I- .22 -I- 1.15 .11 -I- -I- .013 .00 .00 1- PIPE I 116.520 I 1379.710 I .234 I I 1379.944 ! .40 2.28 I .08 1380.02 I I .00 .23 I 1.09 I 1.500 I f .000 .00 1 .0 WALL ENTRANCE FILE: SANSLATM.WSW W S P G W- CIVILDESIGN version 12.95 PAGE 7 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time: 1: 9:10 SAN SEVAINE S.D. LATERAL "M" ♦��+rx++rrtxr+x*x***x+txx+**+*#**x****#k#**#****#k##********k*kx**##**********#k***k##****#*##*k#****xk*k*#*k##k*#**x*k*## **k***#* I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch r*ttrtr+tlx#++x+x*x1*xx#x#*xIk**xx#*x#I*k*k****kl#k**k**I***k**#I****k*##*I*****k*I****#**kI*#*+#***I*##****I#*****#I**#*x I****#*# I I I i I I I I I I I I I 116.520 1379.710 .349 1380.059 .40 .23 .00 1380.06 .00 .06 5.00 5.000 5.000 .00 0 .0 Tl SAN SEVAINE S. D. T2 LATERAL "Pn T3 �... SO 101.7501391.110 1 1392.700 R 116.5201393.010 1 .013 WE 116.5201393.010 2 .500 SH 116.5201393.010 2 1393.010 CD 1 4 1 .000 1.500 .000 .000 .000 .00 CD 2 2 0 .000 5.000 5.000 .000 .000 .00 Q .450 .0 Fm N .000 .000 0 FILE: SANSLATP.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S. D. LATERAL "P" PAGE 1 Date: 7-26-2001 Time: 1:22:19 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTior I.D.I ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- -I- -I- HF ISE DpthlFroude NINorm Dp -I- I "N" I -I- X-Fa111 -I ZR IType Ch <*+**+***1*******#*I**#****#I***YY***#I***Y*+***1*******I****#**I*#*******1******#I*****#**I**#**#**I#***#**I#******I***Y# (******* I 101.750 I 1391.110 I 1.590 I 1392.700 I .45 .25 I .00 I 1392.70 i .00 .25 I .00 I I 1.500 I .000 .00 I 1 .0 -I- .699 -I- .1286 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.59 -I- .00 -I- .12 -I- .013 -f- .00 .00 1- PIPE I 102.449 I 1391.200 I 1.500 I 1392.700 I .45 .25 I .00 I 1392.70 I .00 .25 I .00 I I 1.500 I .000 -I- .00 1 1 .0 -I- 1.079 -i- .1286 -I- -i- -I- -i- -I- .0000 -I- .00 -I- 1.50 -I- .00 -I- .12 -I- .013 .00 .00 1- PIPE I 103.529 I 1391.339 I 1.360 I 1392.699 I .45 .27 I .00 I 1392.70 I .00 .25 I .87 I I 1.500 I .000 -I- .00 I 1 .0 -I- .621 -I- .1286 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.36 -I- .03 -I- .12 -I- .013 .00 .00 1- PIPE i 104.150 I 1391.419 I 1.280 I 1392.699 I .45 .28 I .00 i 1392.70 I .00 .25 f 1.06 I I 1.500 I .000 .00 I 1 .0 -I- .520 -I- .1286 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.28 -I- .04 -i- .12 -I- .013 -I- .00 .00 1- PIPE I 104.670 -I- I 1391.486 -I- t 1213 -I- 1392.699 -I- I .45 -I- i .29 -I- I .00 -1- I 1392.70 -I- I .00 -I- .25 -I- I 1.18 -I- I I 1.500 -I- I .000 -1- .00 I 1 1- .0 .450 .1286 .0000 .00 1.21 .05 .12 .013 .00 .00 PIPE 105.120 I 1 1391.543 1.155 I 1392.699 I .45 I .31 I .00 I 1392.70 I .00 .25 i 1.26 I I 1.500 I .000 .00 I 1 .0 -I- .411 -I- .1286 -i- -I- -I- -i- -t- .0000 -f- .00 -I- 1.16 -I- .05 -I- .12 -1- .013 -i- .00 .00 1- PIPE 105.530 I I 1391.596 1.102 I 1392.698 i .45 I .32 I .00 I 1392.70 I .00 .25 i 1.32 I I 1.500 I .000 .00 I 1 .0 -I- .372 -I- .1286 -I- -i- -I- -I- -I- .0000 -I- .00 -i- 1.10 -I- .06 -I- .12 -I- .013 -I- .00 .00 1- PIPE 105.902 I I 1391.644 1.054 I 1392.698 I .45 I .34 I .00 I 1392.70 f .00 .25 t 1.37 I I 1.500 -f- i .000 -I- .00 I 1 .0 -I- .341 -I- .1286 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.05 -I- .06 -I- .12 .013 .00 .00 1- PIPE 106.243 I I 1391.688 1.010 I 1392.698 I .45 I .36 I .00 I 1392.70 i .00 .25 I 1.41 I 1.500 -I- I .000 -I- I .00 I 1 .0 -I- .325 -I- .1286 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.01 -I- .07 .12 -I- .013 .00 .00 1- PIPE .:LE: SANSLATP.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S. D. LATERAL "P" PAGE 2 Date: 7-26-2001 Time: 1:22:19 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow Top►Height/IBase Wtl INo Wth Station I -I- Elev I -i- (FT) I -I- Elev I -I- (CFS) I -I- (FPS) -I- Head I -I- Grd.El.l -I- Elev I -I- Depth I Width IDia.-FTIor -I- I.D.I -I- ZL -I IPrs/Pip !!Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp I "N" I X -Fall) ZR IType Ch I I I I 106.568 -I- 1391.730 -I- .968 1392.698 I .45 .37 I .00 I 1392.70 I .00 .25 I 1.44 I I 1.500 I .000 .00 I 1 .0 .302 .1286 -I- -I- -I- -I- -I- .0000 -I- .00 -i- .97 -I- .07 -I- .12 -I- .013 -I- .00 .00 1- PIPE I 106.870 -I- I 1391.769 -I- I .929 -i- I 1392.698 -I- I .45 -I- .39 I .00 I 1392.70 I .00 .25 I 1.46 I 1.500 I I .000 .00 I 1 .0 .278 .1286 -I- -I- .0000 -I- .00 -I- .93 -t- .08 -I- .12 -i- .013 -I- .00 .00 1- PIPE I 107.148 -I- I 1391.804 i .893 I 1392.698 I .45 .41 I .00 i 1392.70 I .00 .25 I 1.47 I 1.500 I I .000 .00 I 1 .0 .270 -I- .1286 -I- -1- -I- -I- -I- .0000 -l- .00 -I- .89 -I- .08 -I- .12 -I- .013 -I- .00 .00 1- PIPE I 107.418 1391.839 I I .858 I 1392.697 I .45 .43 I .00 I 1392.70 I .00 .25 I 1.48 I 1.500 I I .000 .00 I 1 .0 -I- .247 -I- .1286 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .86 -I- .09 -I- .12 -I- .013 -I- .00 .00 1- PIPE 107.665 I 1391.871 I 26 I I 1392.697 I .45 .45 I .00 I 1392.70 I .00 .25 I 1.49 I 1.500 I i .000 .00 I 1 .0 .239 .1286 .0001 .00 .83 .10 .12 .013 .00 .00 PIPE 107.903 I 1391.902 I .795 I I 1392.697 I .45 .47 I .00 I 1392.70 I .00 .25 I 1.50 I 1.500 I I .000 .00 I 1 .0 -I- .231 -I- .1266 -I- -i- -1- -1- -I- .0001 -i- .00 -I- .80 -I- .10 .12 -I- -I- .013 -I- .00 .00 1- PIPE 108.134 I 1391.931 I .765 I I 1392.696 .45 I .50 I .00 I 1392.70 I .00 .25 I 1.50 I 1.500 I I .000 .00 I 1 .0 -I- .215 -1- .1286 -I- -f- -1- -1- -I- .0001 -i- .00 -I- .77 -I- .11 .12 -I- -I- .013 -I- .00 .00 1- PIPE 108.349 I 1391.959 I .7371392.696 I I .45 I .52 I .00 1392.70 I I .00 .25 I 1.50 I 1.500 I I .000 .00 I 1 C -I- .207 -I- .1286 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .74 -I- .12 .12 -I- -I- .013 -I- .00 .00 1- PIPE 108.555 I 1391.985 I .710 I I 1392.696 .45 I .55 .00 I 1392.70 I I .00 .25 I 1.50 I 1.500 I 1 .000 .00 1 1 C -I- .199 -I- .1286 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .71 -I- .13 .12 -I- -I- .013 -I- .00 .00 1- PIPE FIL,F: SANSLATP.WSW W S P G W- CIVILDESIGN version 12.95 PAGE 3 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING Date: 7-26-2001 Time: 1:22:19 SAN SEVAINE S. D. LATERAL "P" ++xxx++++xx+++x+xxxxxxxxxx+xxxxxxxxxxxxxxx+xxxx+xxxx,rs,r,txxtrx++*,t,tx**,r*x*,rxxrx,t**x***xxxx*xx+***xx,rxs*xx�,txx+x*xx+f.*•*x+*x* �xtrr*t*r I Invert I Depth i Water i Q I Vel Vel I Energy ! Super ICriticallFlow ToplHeight/IBase Wtl !No Wth Station I -I- Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem' Ich -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -i- HF ISE -I- -I- DpthlFroude NINorm Dp -I- -I- -I- I "N" 1 X-Fa111 -I ZR. IType Ch ..t�.t.+.Ix+x+++x+xl+xxx+xxxlxxxxxxxxxlx+xxxxxxxlxxxxx*xl*+*rr,t*I*x*****x►Itxxx+**I*+xx,rx,Axl*xxxx**.I*xxxx,.*i*x*****I*.xx* I I i***x+.*: 108.754 -I- 1392.011 -I- I .684 -i- I 1392.695 -I- I .45 .57 1 .01 I 1392.70 .00 I I .25 1.49 I I 1.500 1 .000 .00 I 1 .0 .183 .1286 -I- -I- -I- .0001 -1- .00 -i- .68 -I- .14 .12 -I- -t- .013 -I- .00 .00 1- PIPE I 108.937 -I- I 1392.035 -I- I .660 -I- I 1392.695 -I- I .45 .60 I .01 I 1392.70 .00 I I .25 1.49 I I 1.500 I .000 .00 I 1 .0 .182 I .1286 -I- -I- -I- .0001 -!- .00 -I- .66 -I- .15 .12 -I- -I- .013 -I- .00 .00 1- PIPE 10Q.119 -I- I 1392.058 -I- I .636 I 1392.694 -I- I .45 .63 1 .01 I 1392.70 .00 I I .25 1.48 I I 1.500 I .000 .00 I 1 .0 .166 .1286 -1- -I- -I- -I- .0001 -I- .00 -I- .64 -1- .16 .12 -I- -I- .013 -I- .00 .00 1- PIPE 109.286 -I- I I 1392.079 I .614 I 1392.693 i .45 .66 I .01 I 1392.70 .00 I .25 I 1.48 I I 1.500 I .000 .00 I 1 .0 .166 -I- .1286 -I- -I- -I- -I- -I- .0002 -I- .00 -I- .61 -I- .17 .12 -I- -I- .013 -I- .00 .00 1- PIPE 109.452 -I- I I 1392.101 I .5�2 I 1392.693 I .45 .69 I .01 I 1392.70 .00 I .25 I 1.47 i I 1.500 I .000 .00 I 1 .0 .150 -I-1- .1286 .0002 .00 .59 .18 .12 .013 .00 .00 PIPE 109.601 I I 1392.120 I .572 1392.692 I I .45 .73 1 .01 I 1392.70 .00 I .25 I 1.46 I I 1.500 I .000 .00 I 1 .0 -I- .149 -I- .1286 -I- -I- -I- -I- -I- .0002 -I- .00 -I- .57 -I- .20 .12 -I- -I- .013 -I- .00 .00 1- PIPE 109.751 i I 1392.139 I .552 1392.691 I I .45 .76 I .01 I 1392.70 .00 I .25 I 1.45 I I 1.500 .000 I .00 I 1 .0 -I- .141 -I- .1286 -I- -I- -I- -I- -I- .0002 -I- .00 -I- .55 -I- .21 .12 -I- -I- .013 -I- .00 .00 1- PIPE 109.892 I I 1392.157 .533 I 1392.690 I I .45 .80 .01 I I 1392.70 .00 I .25 I 1.44 I I 1.500 .000 1 .00 ! 1 .0 -I- .140 -I- .1286 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .53 -I- .22 .12 -I- -I- .013 -1- .00 .00 1- PIPE 110.032 I I 1392.175 .514 I 1392.690 I I .45 .84 .01 I I 1392.70 .00 I .25 I 1.42 I I 1.500 .000 I .00 I 1 .0 -I- .124 -I- .1286 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .51 -I- .24 .12 -I- -I- .013 -i- .00 .00 1- PIPE FILE: SANSLATP.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S. D. LATERAL "P" PAGE 4 Date: 7-26-2001 Time: 1:22:19 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lEase Wt1 INo Wth Station I -I- Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope I -I- ( -I- I -I- I -I- -I- SF Avel -t- -t- HF ISE DpthlFroude -I- NINorm -I- Dp -1- I "N" I -I- X-Fa111 -I ZR !Type Ch *+++++*+*1*********I*****+**I****kk***I*********I*kkk***I*******I*kk****k*Ik****k*I********I******k*I*******I*******I***** I******* 110.156 1392.191 .497 1392.688 .45 .88 .01 1392.70 .00 .25 1.41 1.500 .000 .00 1 .0 .123 I .1286 I .0003 .00 .50 .26 .12 .013 .00 .00 PIPE 110.279 -I- 1392.207 -I- I .480 -I- i 1392.687 -I- I .45 -I- .92 I .01 i 1392.70 .00 i .25 I 1.40 I I 1.500 i .000 .00 I 1 .0 .114 .1286 -I- -I- .0004 -I- .00 -I- .48 -I- .28 .12 -I- -I- .013 -I- .00 .00 1- PIPE 1 110.394 -I- I 1392.222 -I- I .464 -I- I 1392.686 -I- I .45 -I- .97 I .01 I 1392.70 .00 I .25 I 1.39 I I 1.500 I .000 .00 f 1 .0 .113 .1286 -I- -I- .0005 -I- .00 -I- .46 -I- .29 .12 -I- -I- .013 -i- .00 .00 1- PIPE I 110.507 I 1392.237 I .448 I 1392.685 I .45 1.01 I .02 I 1392.70 .00 I .25 I 1.37 I I 1.500 I .000 .00 i 1 .0 -I- .042 -I- .1286 -I- -I- -I- -i- -I- .0005 -I- .00 -t- .45 -I- .31 .12 -I- -I- .013 -I- .00 .00 1- PIPE I 110.549 I 1392.242 I x.433 I 1392.675 4 .45 1.06 I .02 I 1392.69 .00 I .25 I 1.36 I 1.500 I I .000 .00 1 1 .0 HYDRAULIC JUMP I 110.549 I 1392.242 I .124 1392.366 I I .45 6.47 I .65 ! 1393.02 .00 t .25 t .83 I 1.500 1 t .000 .00 I 1 .0 1.254 .1286 .0869 .11 .12 3.93 .12 .013 .00 .00 PIPE I 111.803 I 1392.403 .126 I 1392.531 I I .45 6.13 I .58 I 1393.12 .00 I .25 I .84 I 1.500 I I .000 .00 I 1 .0 -I- .918 -I- .1286 -I- -I- -I- -I- -I- .0751 -1- .07 -I- .13 -I- 3.66 .12 -I- -1- .013 -I- .00 .00 1- PIPE I 112.721 I 1392.521 .132 I 1392.653 I I .45 5.85 I .53 1 1393.18 .00 I .25 I .85 I 1.500 I I .000 .00 I 1 .0 -I- .687 -I- .1286 -I- -I- -I- -I- -I- .0656 -I- .05 -I- .13 -I- 3.43 .12 -I- -I- .013 -I- .00 .00 1- PIPE I 113.407 I 1392.610 .137 1 1392.747 I I .45 5.58 I .48 I 1393.23 .00 I .25 I .86 I 1.500 I I .000 .00 1 1 .0 -I- .559 -I- .1286 -I- -I- -I- -I- -I- .0572 -I- .03 -i- .14 -I- 3.22 .12 -I- -I- .013 -I- .00 .00 1- PIPE FILE: SANSLATP.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S. D. LATERAL "P" PAGE 5 Date: 7-26-2001 Time: 1:22:19 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase wtl INo Wth Station I Elev { (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth 1 Width IDia.-FTior I.D.I ZL (Prs/Pip -I- -I- L/Elam ICh Slope I -{- I -I- I -I- I -I- -I- SF Avel -1- HF ISE -I- -I- -I- DpthIrroude NINorm Dp -I- I "N" -I- I X-Falll -t ZR (Type Ch +++++++++I*+#+++#++I#++**#+#I*+*###*#*I##*#+**##I*#*#**#{***##**Iw+w***###I###w***I***####*I##**##**I**###w#I#**###*I**#*# I I******* 113.966 -I- I 1392.682 -I- I .141 -i- i 1392.823 I .45 5.32 i .44 I 1393.26 I .00 .25 I .88 I 1.500 I I .000 .00 I 1 .0 .443 .1286 -i- -I- -I- -I- .0499 -I- .02 -I- .14 -I- 3.01 -t- .12 -I- .013 -I- .00 .00 1- PIPE I 114.410 t 1392.739 I .146 I 1392.885 I .45 5.07 I .40 I 1393.28 I .00 .25 I .89 f 1.500 1 I .000 .00 I 1 .0 .368 .1286 .0436 .02 .15 2.83 .12 .013 .00 .00 PIPE 114.778 -I- 1392.786 .151 1392.937 .45 4.83 .36 1393.30 .00 .25 .90 1.500 .000 .00 1 .0 .309 -I- .1286 -I- -I- -i- -I- -I- .0381 -i- .01 -I- .15 -1- 2.65 -i- .12 -I- .013 -i- .00 .00 1- PIPE I 115.086 I 1392.826 I .156 i 1392.982 I .45 4.61 I .33 I 1393.31 I .00 .25 I .92 I 1.500 I i .000 .00 I 1 .0 .262 .1286 .0332 .01 .16 2.49 .12 .013 .00 .00 PIPE I 115.348 I 1392.859 I 161 1393.021 I .45 I 4.39 I .30 I 1393.32 f .00 .25 I .93 I 1.500 I I .000 .00 1 1 .0 .223 .1266 .0289 .01 .16 2.33 .12 .013 .00 .00 PIPE I 115.572 I 1392.888 I .166 1393.054 1 .45 I 4.19 I .27 I 1393.33 I .00 .25 I .94 I 1.500 I I .000 .00 I 1 .0 .182 .1286 .0253 .00 .17 2.19 .12 .013 .00 .00 PIPE 115.753 1392.911 .172 1393.083 .45 4.00 .25 1393.33 .00 .25 .96 1.500 .000 .00 1 .0 -I- .164 -I- .1286 -I- -I- -I- -I- -I- .0220 -I- .00 -I- .17 -I- 2.05 -I- .12 -I- .013 -1- .00 .00 1- PIPE I 115.918 1392.932 i I .177 1393.110 I .45 I 3.81 I .23 I 1393.33 I .00 .25 I .97 I 1.500 I I .000 .00 I 1 .0 -I- .132 -I- .1286 -I- -I- -I- -1- -t- .0192 -I- .00 -I- .18 -I- 1.92 -I- .12 -1- .013 -I- .00 .00 1- PIPE I 116.050 1392.949 I i .183 1393.133 I .45 1 3.63 I .20 I 1393.34 I .00 .25 I .98 I 1.500 -1- I I .000 -t- .00 I 1 .0 -I- .113 -I- .1286 -I- -I- -I- -I- -i- .0168 -I- .00 -I- .18 -I- 1.80 .12 -t- .013 .00 .00 f- PIPE FILE: SANSLATP.WSW W S P G W- CIVILDESIGN Version 12.95 For: Allard Engineering, Fontana, California - SIN 643 WATER SURFACE PROFILE LISTING SAN SEVAINE S. D. LATERAL "P" PAGE 6 Date: 7-26-2001 Time: 1:22:19 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow TopIReight/1Base WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- 1 -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -1- I X -Fall) -1 ZR IType Ch I I 116.163 -I- 1392.964 I .189 I 1393.153 I .45 3.46 I .19 I 1393.34 I .00 .25 I 1.00 i 1.500 I I .000 .00 I 1 .0 .087 -I- .1286 -I- -I- -I- -I- -I- .0146 -I- .00 -1- .19 -I- 1.69 -I- .12 -1- .013 -I- .00 .00 1- PIPE I 116.250 -I- I 1392.975 -I- I .196 I 1393.171 I .45 -I- 3.30 1 .17 I 1393.34 I .00 .25 I 1.01 I 1.500 I I .000 .00 I 1 .0 .081 I .1286 -I- -I- -I- -I- .0128 -I- .00 -I- .20 -I- 1.58 -I- .12 -I- .013 -I- .00 .00 1- PIPE 116.331 -I- I 1392.986 -I- I .202 -I- I 1393.188 -I- I .45 3.15 I .15 I 1393.34 I .00 .25 t 1.02 I 1.500 I I .000 .00 I 1 .0 .060 .1286 -I- -I- -I- .0112 -I- .00 -I- .20 -I- 1.49 -1- .12 -I- .013 -i- .00 .00 1- PIPE I 116.390 I 1392.993 1 .209 I 1393.202 .45 i 3.00 I .14 I 1393.34 I .00 .25 I 1.04 I 1.500 I I .000 .00 I 1 .0 .048 .128"6 .0097 .00 .21 1.39 .12 .013 .00 .00 PIPE I 116.439 i 1393.000 I .21„6 1393.216 I .45 I 2.86 I .13 I 1393.34 I .00 .25 I 1.05 I 1.500 I I .000 .00 I 1 .0 -I- .038 -i- .1286 I- -I- -I- -1- -I- .0085 -t- .00 -I- .22 -I- 1.31 -I- .12 -I- .013 -I- .00 .00 1- PIPE I 116.477 1393.004 I i .223 1393.228 I .45 I 2.73 I .12 I 1393.34 I .00 .25 1 1.07 I 1.500 I I .000 .00 i 1 .0 -I- .021 -I- .1286 -I- -I- -i- -I- -I- .0074 -I- .00 -I- .22 -I- 1.22 .12 -I- -I- .013 -I- .00 .00 1- PIPE I 116.497 1393.007 I i .231 1393.238 I .45 I 2.60 I .11 I 1393.34 I .00 .25 I 1.08 I 1.500 I I .000 .00 I 1 .0 -I- .021 -I- .1286 -I- -I- -I- -I- -I- .0065 -I- .00 -I- .23 -I- 1.15 .12 -I- -I- .013 -I- .00 .00 1- PIPE I 116.520 1393.010 I I .248 1393.258 i .45 I 2.35 I .09 1393.34 I I .00 -I- .25 -I- I 1.11 I 1.500 -I- -I- I .000 -i- I .00 i 1 .0 -I- -i- WALL ENTRANCE -I- -I- -I- -i- -I- -I- (- I 116.57.0 -I- 1393.010 -I- I t .371 -I- 1393.381 -I- I .45 -I- I .24 -I- i .00 -I- 1393.38 -I- I .00 -I- I .06 I 5.00 -I- I 5.000 -I- -I- I 5.000 -I- I .00 I 0 I- .0