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AREA 1
Rational method, 100 year storm
Yb calculation
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983 -2003 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
DESCRIPTION OF STUDY
* Valley Trails *
* Developed Condition *
* 100 Year Storm Event *
FILE NAME: VTRAILD.DAT
TIME /DATE OF STUDY: 10:26 10/24/2006
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 = 0.90
*USER - DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.3000
*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*
*USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET - CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT- /PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER- SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 0.00 TO NODE 0.50 IS CODE = 21
» » > RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «<
»USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA«
INITIAL SUBAREA FLOW - LENGTH(FEET) = 670.00
ELEVATION DATA: UPSTREAM(FEET) = 1913.00 DOWNSTREAM(FEET) = 1610.00
Tc = K*E(LENGTH** 3.00) /(ELEVATION CHANGE))* *0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.173
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.564
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.)
NATURAL FAIR COVER
"GRASS" B 10.00 0.27 1.00 86 11.17
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 29.63
TOTAL AREA(ACRES) = 10.00 PEAK FLOW RATE(CFS) = 29.63
FLOW PROCESS FROM NODE 0.50 TO NODE 1.00 IS CODE = 53
» »>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» »>TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1610.00 DOWNSTREAM(FEET) = 1370.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 770.00 CHANNEL SLOPE = 0.3117
CHANNEL FLOW THRU SUBAREA(CFS) = 29.63
FLOW VELOCITY(FEET /SEC) = 9.66 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.33 Tc(MIN.) = 12.50
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 1.00 = 1440.00 FEET.
FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 12.50
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.332
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 20.00 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 20.00 SUBAREA RUNOFF(CFS) = 55.08
EFFECTIVE AREA(ACRES) = 30.00 AREA - AVERAGED Fm(INCH /HR) = 0.27
AREA - AVERAGED Fp(INCH/HR) = 0.27 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 30.00 PEAK FLOW RATE(CFS) = 82.61
FLOW PROCESS FROM NODE 1.00 TO NODE 1.50 IS CODE = 53
» »>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« « <
» »>TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1370.00 DOWNSTREAM(FEET) = 1200.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 630.00 CHANNEL SLOPE = 0.2698
CHANNEL FLOW THRU SUBAREA(CFS) = 82.61
FLOW VELOCITY(FEET /SEC) = 12.65 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 0.83 Tc(MIN.) = 13.33
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 1.50 = 2070.00 FEET.
FLOW PROCESS FROM NODE 1.50 TO NODE 1.50 IS CODE = 81
» »ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 13.33
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.206
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 28.00 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 28.00 SUBAREA RUNOFF(CFS) = 73.93
EFFECTIVE AREA(ACRES) = 58.00 AREA- AVERAGED Fm(INCH /HR) = 0.27
AREA- AVERAGED Fp(INCH/HR) = 0.27 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 58.00 PEAK FLOW RATE(CFS) = 153.14
FLOW PROCESS FROM NODE 1.50 TO NODE 2.00 IS CODE = 53
> »COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» »>TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1200.00 DOWNSTREAM(FEET) = 1061.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 1740.00 CHANNEL SLOPE = 0.0799
CHANNEL FLOW THRU SUBAREA(CFS) = 153.14
FLOW VELOCITY(FEET /SEC) = 8.45 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 3.43 Tc(MIN.) = 16.76
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 3810.00 FEET.
FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81
» » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 16.76
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.794
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 39.10 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES). = 39.10 SUBAREA RUNOFF(CFS) = 88.75
EFFECTIVE AREA(ACRES) = 97.10 AREA- AVERAGED Fm(INCH /HR) = 0.27
AREA- AVERAGED Fp(INCH /HR) = 0.27 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 97.10 PEAK FLOW RATE(CFS) = 220.41
FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81
----------------------------------------------------------------------------
» »> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
----------------------------------------------------------------------------
MAINLINE Tc(MIN) = 16.76
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.794
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
COMMERCIAL B 1.50 0.45 0.10 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 1.50 SUBAREA RUNOFF(CFS) = 3.71
EFFECTIVE AREA(ACRES) = 98.60 AREA- AVERAGED Fm(INCH /HR) = 0.27
AREA- AVERAGED Fp(INCH /HR) = 0.27 AREA- AVERAGED Ap = 0.99
TOTAL AREA(ACRES) = 98.60 PEAK FLOW RATE(CFS) = 224.12
FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «<
» »>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « «<
ELEVATION DATA: UPSTREAM(FEET) = 1061.00 DOWNSTREAM(FEET) = 1044.00
FLOW LENGTH(FEET) = 780.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 51.0 INCH PIPE IS 39.6 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 18.97
ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 224.12
PIPE TRAVEL TIME(MIN.) = 0.69 Tc(MIN.) = 17.45
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 3.00 = 4590.00 FEET.
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 81
>» »ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 17.45
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.728
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS /ACRE" B 12.20 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 12.20 SUBAREA RUNOFF(CFS) = 28.96
EFFECTIVE AREA(ACRES) = 110.80 AREA- AVERAGED Fm(INCH /HR) = 0.25
AREA - AVERAGED Fp(INCH /HR) = 0.28 AREA- AVERAGED Ap = 0.90
TOTAL AREA(ACRES) = 110.80 PEAK FLOW RATE(CFS) = 247.19
FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 81
» »> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 17.45
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.728
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
RESIDENTIAL
"5 -7 DWELLINGS /ACRE" B 2.90 0.45 0.50 76
NATURAL FAIR COVER •
"GRASS" B 9.40 0.27 1.00 86
RESIDENTIAL
"3 -4 DWELLINGS /ACRE" B 8.00 0.45 0.60 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.34
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.77
SUBAREA AREA(ACRES) = 20.30 SUBAREA RUNOFF(CFS) = 44.99
EFFECTIVE AREA(ACRES) = 131.10 AREA - AVERAGED Fm(INCH/HR) = 0.25
AREA- AVERAGED Fp(INCH /HR) = 0.29 AREA- AVERAGED Ap = 0.88
TOTAL AREA(ACRES) = 131.10 PEAK FLOW RATE(CFS) = 292.18
FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «<
» »>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « «<
ELEVATION DATA: UPSTREAM(FEET) = 1044.60 DOWNSTREAM(FEET) = 1034.60
FLOW LENGTH(FEET) = 900.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 63.0 INCH PIPE IS 50.8 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 15.62
ESTIMATED PIPE DIAMETER(INCH) = 63.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 292.18
PIPE TRAVEL TIME(MIN.) = 0.96 Tc(MIN.) = 18.41
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 4.00 = 5490.00 FEET.
FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 18.41
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.641
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
RESIDENTIAL
"5 -7 DWELLINGS /ACRE" B 20.60 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 20.60 SUBAREA RUNOFF(CFS) = 44.78
EFFECTIVE AREA(ACRES) = 151.70 AREA - AVERAGED Fp(INCH/HR) = 0.25
AREA - AVERAGED Fp(INCH /HR) = 0.30 AREA- AVERAGED Ap = 0.83
TOTAL AREA(ACRES) = 151.70 PEAK FLOW RATE(CFS) = 326.78
FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 18.41
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.641
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
APARTMENTS B 10.30 0.45 0.20 76
PUBLIC PARK B 3.30 0.45 0.85 76
RESIDENTIAL
"5 -7 DWELLINGS /ACRE" B 7.50 0.45 0.50 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.41
SUBAREA AREA(ACRES) = 21.10 SUBAREA RUNOFF(CFS) = 46.66
EFFECTIVE AREA(ACRES) = 172.80 AREA- AVERAGED Fm(INCH /HR) = 0.24
AREA- AVERAGED Fp(INCH /HR) = 0.31 AREA- AVERAGED Ap = 0.78
TOTAL AREA(ACRES) = 172.80 PEAK FLOW RATE(CFS) = 373.44
FLOW PROCESS FROM NODE 4.00 TO NODE 5.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« « <
» »>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « «<
ELEVATION DATA: UPSTREAM(FEET) = 1034.60 DOWNSTREAM(FEET) = 1012.50
FLOW LENGTH(FEET) = 1260.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 48.3 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 20.05
ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 373.44
PIPE TRAVEL TIME(MIN.) = 1.05 Tc(MIN.) = 19.45
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 5.00 = 6750.00 FEET.
FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 19.45
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.555
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
SCHOOL B 20.00 0.45 0.60 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60
SUBAREA AREA(ACRES) = 20.00 SUBAREA RUNOFF(CFS) = 41.11
EFFECTIVE AREA(ACRES) = 192.80 AREA- AVERAGED Fm(INCH /HR) = 0.24
AREA- AVERAGED Fp(INCH /HR) = 0.32 AREA- AVERAGED Ap = 0.76
TOTAL AREA(ACRES) = 192.80 PEAK FLOW RATE(CFS) = 401.14
FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 19.45
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.555
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 35.20 0.27 1.00 86
RESIDENTIAL
"3 -4 DWELLINGS /ACRE" B 14.70 0.45 0.60 76
RESIDENTIAL
"8 -10 DWELLINGS /ACRE" B 10.20 0.45 0.40 76
RESIDENTIAL
"11+ DWELLINGS /ACRE" B 7.90 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.32
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.73
SUBAREA AREA(ACRES) = 68.00 SUBAREA RUNOFF(CFS) = 141.87
EFFECTIVE AREA(ACRES) = 260.80 AREA- AVERAGED Fm(INCH /HR) = 0.24
AREA- AVERAGED Fp(INCH /HR) = 0.32 AREA- AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 260.80 PEAK FLOW RATE(CFS) = 543.01
FLOW PROCESS FROM NODE 5.00 TO NODE 6.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« « c
» » >USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « «<
ELEVATION DATA: UPSTREAM(FEET) = 1012.50 DOWNSTREAM(FEET) = 1002.70
FLOW LENGTH(FEET) = 930.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 81.0 INCH PIPE IS 63.8 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 17.97
ESTIMATED PIPE DIAMETER(INCH) = 81.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 543.01
PIPE TRAVEL TIME(MIN.) = 0.86 Tc(MIN.) = 20.32
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 6.00 = 7680.00 FEET.
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« <
MAINLINE Tc(MIN) = 20.32
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.490
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS /ACRE" B 13.90 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 13.90 SUBAREA RUNOFF(CFS) = 30.01
EFFECTIVE AREA(ACRES) = 274.70 AREA- AVERAGED Fm(INCH /HR) = 0.23
AREA - AVERAGED Fp(INCH /HR) = 0.32 AREA- AVERAGED Ap = 0.72
TOTAL AREA(ACRES) = 274.70 PEAK FLOW RATE(CFS) = 557.61
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 10
» »>MAIN- STREAM MEMORY COPIED ONTO MEMORY BANK # 1 ««<
1
FLOW PROCESS FROM NODE 7.00 TO NODE 7.50 IS CODE = 21
» »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «<
»USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA«
INITIAL SUBAREA FLOW - LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1840.00 DOWNSTREAM(FEET) = 1380.00
Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE))* *0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 13.069
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.244
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.)
NATURAL FAIR COVER
"GRASS" B 5.30 0.27 1.00 86 13.07
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 14.18
TOTAL AREA(ACRES) = 5.30 PEAK FLOW RATE(CFS) = 14.18
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 7.50 TO NODE 8.00 IS CODE = 53
» »>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» »>TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1380.00 DOWNSTREAM(FEET) = 1270.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 670.00 CHANNEL SLOPE = 0.1642
CHANNEL FLOW THRU SUBAREA(CFS) = 14.18
FLOW VELOCITY(FEET /SEC) = 5.49 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 2.04 Tc(MIN.) = 15.10
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 8.00 = 1670.00 FEET.
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 15.10
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.974
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 10.60 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 10.60 SUBAREA RUNOFF(CFS) = 25.78
EFFECTIVE AREA(ACRES) = 15.90 AREA - AVERAGED Fm(INCH /HR) = 0.27
AREA - AVERAGED Fp(INCH/HR) = 0.27 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 15.90 - PEAK FLOW RATE(CFS) = 38.67
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 8.00 TO NODE 9.00 IS CODE = 53
» »>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» » >TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1270.00 DOWNSTREAM(FEET) = 1076.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 840.00 CHANNEL SLOPE = 0.2310
CHANNEL FLOW THRU SUBAREA(CFS) = 38.67
FLOW VELOCITY(FEET /SEC) = 9.09 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.54 Tc(MIN.) = 16.64
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 9.00 = 2510.00 FEET.
FLOW PROCESS FROM NODE 9.00 TO NODE 9.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 16.64
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.806
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 13.30 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 13.30 SUBAREA RUNOFF(CFS) = 30.33
EFFECTIVE AREA(ACRES) = 29.20 AREA- AVERAGED Fp(INCH/HR) = 0.27
AREA - AVERAGED Fp(INCH/HR) = 0.27 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 29.20 PEAK FLOW RATE(CFS) = 66.59
FLOW PROCESS FROM NODE 9.00 TO NODE 9.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 16.64
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.806
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
COMMERCIAL B 0.80 0.45 0.10 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) = 1.99
EFFECTIVE AREA(ACRES) = 30.00 AREA - AVERAGED Fp(INCH/HR) = 0.27
AREA- AVERAGED Fp(INCH /HR) = 0.27 AREA- AVERAGED Ap = 0.98
TOTAL AREA(ACRES) = 30.00 PEAK FLOW RATE(CFS) = 68.58
FLOW PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «<
» » >USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « «<
ELEVATION DATA: UPSTREAM(FEET) = 1076.00 DOWNSTREAM(FEET) = 1049.00
FLOW LENGTH(FEET) = 1350.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.1 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 13.61
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 68.58
PIPE TRAVEL TIME(MIN.) = 1.65 Tc(MIN.) = 18.30
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 10.00 = 3860.00 FEET.
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 18.30
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.651
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
COMMERCIAL B 2.90 0.45 0.10 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 2.90 SUBAREA RUNOFF(CFS) = 6.80
EFFECTIVE AREA(ACRES) = 32.90 AREA - AVERAGED Fm(INCH/HR) = 0.25
AREA- AVERAGED Fp(INCH /HR) = 0.27 AREA- AVERAGED Ap = 0.90
TOTAL AREA(ACRES) = 32.90 PEAK FLOW RATE(CFS) = 71.19
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 18.30
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.651
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 12.10 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 12.10 SUBAREA RUNOFF(CFS) = 25.91
EFFECTIVE AREA(ACRES) = 45.00 AREA - AVERAGED Fm(INCH /HR) = 0.25
AREA - AVERAGED Fp(INCH/HR) = 0.27 AREA- AVERAGED Ap = 0.93
TOTAL AREA(ACRES) = 45.00 PEAK FLOW RATE(CFS) = 97.10
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1
» »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE
TIME OF CONCENTRATION(MIN.) = 18.30
RAINFALL INTENSITY(INCH /HR) = 2.65
AREA - AVERAGED Fm(INCH /HR) = 0.25
AREA - AVERAGED Fp(INCH /HR) = 0.27
AREA- AVERAGED Ap = 0.93
EFFECTIVE STREAM AREA(ACRES) = 45.00
TOTAL STREAM AREA(ACRES) = 45.00
PEAK FLOW RATE(CFS) AT CONFLUENCE = 97.10
FLOW PROCESS FROM NODE 7.00 TO NODE 7.20 IS CODE = 21
----------------------------------------------------------------------------
» »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «<
»USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA«
INITIAL SUBAREA FLOW - LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1840.00 DOWNSTREAM(FEET) = 1340.00
Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE))* *0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.853
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.277
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.)
NATURAL FAIR COVER
"GRASS" B 8.40 0.27 1.00 86 12.85
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 22.72
TOTAL AREA(ACRES) = 8.40 PEAK FLOW RATE(CFS) = • 22.72
FLOW PROCESS FROM NODE 7.20 TO NODE 7.40 IS CODE = 53
» »>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» »>TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1340.00 DOWNSTREAM(FEET) = 1240.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 680.00 CHANNEL SLOPE = 0.1471
CHANNEL FLOW THRU SUBAREA(CFS) = 22.72
FLOW VELOCITY(FEET /SEC) = 6.08 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.87 Tc(MIN.) = 14.72
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 7.40 = 1680.00 FEET.
FLOW PROCESS FROM NODE 7.40 TO NODE 7.40 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 14.72
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.021
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 11.20 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 11.20 SUBAREA RUNOFF(CFS) = 27.71
EFFECTIVE AREA(ACRES) = 19.60 AREA- AVERAGED Fm(INCH /HR) = 0.27
AREA- AVERAGED Fp(INCH /HR) = 0.27 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 19.60 PEAK FLOW RATE(CFS) = 48.49
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 7.40 TO NODE 10.00 IS CODE = 53
» »> COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» »>TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1240.00 DOWNSTREAM(FEET) = 1049.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 850.00 CHANNEL SLOPE = 0.2247
CHANNEL FLOW THRU SUBAREA(CFS) = 48.49
FLOW VELOCITY(FEET /SEC) = 9.67 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.47 Tc(MIN.) = 16.18
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 10.00 = 2530.00 FEET.
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 16.18
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.854
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 13.00 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 13.00 SUBAREA RUNOFF(CFS) = 30.20
EFFECTIVE AREA(ACRES) = 32.60 AREA - AVERAGED Fm(INCH /HR) = 0.27
AREA - AVERAGED Fp(INCH /HR) = 0.27 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 32.60 PEAK FLOW RATE(CFS) = 75.74
FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1
» »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «<
» »>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES « «<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 16.18
RAINFALL INTENSITY(INCH /HR) = 2.85
AREA - AVERAGED Fm(INCH /HR) = 0.27
AREA - AVERAGED Fp(INCH /HR) = 0.27
AREA- AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 32.60
TOTAL STREAM AREA(ACRES) = 32.60
PEAK FLOW RATE(CFS) AT CONFLUENCE = 75.74
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 97.10 18.30 2.651 0.27( 0.25) 0.93 45.0 7.00
2 75.74 16.18 2.854 0.27( 0.27) 1.00 32.6 7.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 168.88 16.18 2.854 0.27( 0.26) 0.96 72.4 7.00
2 166.90 18.30 2.651 0.27( 0.26) 0.96 77.6 7.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 168.88 Tc(MIN.) = 16.18
EFFECTIVE AREA(ACRES) = 72.40 AREA- AVERAGED Fm(INCH /HR) = 0.26
AREA- AVERAGED Fp(INCH /HR) = 0.27 AREA- AVERAGED Ap = 0.96
TOTAL AREA(ACRES) = 77.60
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 10.00 = 3860.00 FEET.
FLOW PROCESS FROM NODE 10.00 TO NODE 6.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «<
» »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « « <
ELEVATION DATA: UPSTREAM(FEET) = 1049.00 DOWNSTREAM(FEET) = 1002.70
FLOW LENGTH(FEET) = 2010.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 35.7 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 17.96
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 168.88
PIPE TRAVEL TIME(MIN.) = 1.86 Tc(MIN.) = 18.05
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 6.00 = 5870.00 FEET.
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 18.05
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.673
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
PUBLIC PARK B 7.30 0.45 0.85 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 7.30 SUBAREA RUNOFF(CFS) = 15.04
EFFECTIVE AREA(ACRES) = 79.70 AREA- AVERAGED Fm(INCH /HR) = 0.27
AREA- AVERAGED Fp(INCH /HR) = 0.29 AREA- AVERAGED Ap = 0.95
TOTAL AREA(ACRES) = 84.90 PEAK FLOW RATE(CFS) = 172.14
FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 11
» »> CONFLUENCE MEMORY BANK # 1 WITH THE MAIN- STREAM MEMORY« « <
** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 172.14 18.05 2.673 0.29( 0.27) 0.95 79.7 7.00
2 170.32 20.16 2.501 0.29( 0.27) 0.95 84.9 7.00
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 6.00 = 5870.00 FEET.
•
** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 557.61 20.32 2.490 0.32( 0.23) 0.72 274.7 0.00
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 6.00 = 7680.00 FEET.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 707.75 18.05 2.673 0.31( 0.24) 0.78 323.7 7.00
2 726.52 20.16 2.501 0.31( 0.24) 0.78 357.5 7.00
3 727.07 20.32 2.490 0.31( 0.24) 0.78 359.6 0.00
TOTAL AREA(ACRES) = 359.60
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 727.07 Tc(MIN.) = 20.317
EFFECTIVE AREA(ACRES) = 359.60 AREA- AVERAGED Fm(INCH /HR) = 0.24
AREA- AVERAGED Fp(INCH /HR) = 0.31 AREA- AVERAGED Ap = 0.78
TOTAL AREA(ACRES) = 359.60
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 6.00 = 7680.00 FEET.
FLOW PROCESS FROM NODE 6.00 TO NODE 11.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «<
» »>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « «<
ELEVATION DATA: UPSTREAM(FEET) = 1002.70 DOWNSTREAM(FEET) = 1000.00
FLOW LENGTH(FEET) = 810.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 114.0 INCH PIPE IS 86.2 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 12.65
ESTIMATED PIPE DIAMETER(INCH) = 114.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 727.07
PIPE TRAVEL TIME(MIN.) = 1.07 Tc(MIN.) = 21.38
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 11.00 = 8490.00 FEET.
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 21.38
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.414
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS /ACRE" B 18.20 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 18.20 SUBAREA RUNOFF(CFS) = 38.06
EFFECTIVE AREA(ACRES) = 377.80 AREA - AVERAGED Fm(INCH /HR) = 0.24
AREA - AVERAGED Fp(INCH /HR) = 0.31 AREA- AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 377.80 PEAK FLOW RATE(CFS) = 740.75
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 1
» »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 21.38
RAINFALL INTENSITY(INCH /HR) = 2.41
AREA- AVERAGED Fm(INCH /HR) = 0.24
AREA - AVERAGED Fp(INCH/HR) = 0.31
AREA- AVERAGED Ap = 0.75
EFFECTIVE STREAM AREA(ACRES) = 377.80
TOTAL STREAM AREA(ACRES) = 377.80
PEAK FLOW RATE(CFS) AT CONFLUENCE = 740.75
FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 21
» »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «<
»USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA«
INITIAL SUBAREA FLOW - LENGTH(FEET) = 700.00
ELEVATION DATA: UPSTREAM(FEET) = 1520.00 DOWNSTREAM(FEET) = 1200.00
Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.437
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.218
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.)
NATURAL POOR COVER
"GRASS" B 1.60 0.14 1.00 93 8.44
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.14
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) = 5.87
TOTAL AREA(ACRES) = 1.60 PEAK FLOW RATE(CFS) = 5.87
FLOW PROCESS FROM NODE 13.00 TO NODE 13.50 IS CODE = 53
» »>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» >TRAVELTIME THRU SUBAREA« «<
ELEVATION DATA: UPSTREAM(FEET) = 1200.00 DOWNSTREAM(FEET) = 1120.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 400.00 CHANNEL SLOPE = 0.2000
CHANNEL FLOW THRU SUBAREA(CFS) = 5.87
FLOW VELOCITY(FEET /SEC) = 4.52 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.48 Tc(MIN.) = 9.91
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 13.50 = 1100.00 FEET.
FLOW PROCESS FROM NODE 13.50 TO NODE 13.50 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 9.91
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.829
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 6.90 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 6.90 SUBAREA RUNOFF(CFS) = 22.09
EFFECTIVE AREA(ACRES) = 8.50 AREA - AVERAGED Fm(INCH /HR) = 0.25
AREA- AVERAGED Fp(INCH /HR) = 0.25 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 8.50 PEAK FLOW RATE(CFS) = 27.40
FLOW PROCESS FROM NODE 13.50 TO NODE 14.00 IS CODE = 53
» »>COMPUTE NATURAL MOUNTAIN CHANNEL FLOW« «<
» »>TRAVELTIME THRU SUBAREA« « <
ELEVATION DATA: UPSTREAM(FEET) = 1120.00 DOWNSTREAM(FEET) = 1065.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 530.00 CHANNEL SLOPE = 0.1038
CHANNEL FLOW THRU SUBAREA(CFS) = 27.40
FLOW VELOCITY(FEET /SEC) = 5.43 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.63 Tc(MIN.) = 11.54
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 14.00 = 1630.00 FEET.
FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 11.54
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.496
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL POOR COVER
"GRASS" B 6.40 0.14 1.00 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.14
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 6.40 SUBAREA RUNOFF(CFS) = 19.33
EFFECTIVE AREA(ACRES) = 14.90 AREA - AVERAGED Fm(INCH/HR) = 0.20
AREA - AVERAGED Fp(INCH /HR) = 0.20 AREA- AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 14.90 PEAK FLOW RATE(CFS) = 44.18
FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« « <
» »>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « « <
ELEVATION DATA: UPSTREAM(FEET) = 1065.00 DOWNSTREAM(FEET) = 1047.00
FLOW LENGTH(FEET) = 900.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.3 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 12.46
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 44.18
PIPE TRAVEL TIME(MIN.) = 1.20 Tc(MIN.) = 12.74
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 15.00 = 2530.00 FEET.
FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«<«
MAINLINE Tc(MIN) = 12.74
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.294
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
RESIDENTIAL
"11+ DWELLINGS /ACRE" B 8.40 0.45 0.20 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20
SUBAREA AREA(ACRES) = 8.40 SUBAREA RUNOFF(CFS) = 24.22
EFFECTIVE AREA(ACRES) = 23.30 AREA - AVERAGED Fm(INCH /HR) = 0.16
AREA- AVERAGED Fp(INCH /HR) = 0.23 AREA- AVERAGED Ap = 0.71
TOTAL AREA(ACRES) = 23.30 PEAK FLOW RATE(CFS) = 65.69
FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 12.74
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.294
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
RESIDENTIAL
"8 -10 DWELLINGS /ACRE" B 11.60 0.45 0.40 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40
SUBAREA AREA(ACRES) = 11.60 SUBAREA RUNOFF(CFS) = 32.50
EFFECTIVE AREA(ACRES) = 34.90 AREA- AVERAGED Fm(INCH /HR) = 0.17
AREA - AVERAGED Fp(INCH /HR) = 0.28 AREA- AVERAGED Ap = 0.61
TOTAL AREA(ACRES) = 34.90 PEAK FLOW RATE(CFS) = 98.18
FLOW PROCESS FROM NODE 15.00 TO NODE 11.00 IS CODE = 31
» »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «<
» »>USING COMPUTER- ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «<
ELEVATION DATA: UPSTREAM(FEET) = 1047.00 DOWNSTREAM(FEET) = 1000.00
FLOW LENGTH(FEET) = 1200.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.7 INCHES
PIPE -FLOW VELOCITY(FEET /SEC.) = 19.06
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1
PIPE - FLOW(CFS) = 98.18
PIPE TRAVEL TIME(MIN.) = 1.05 Tc(MIN.) = 13.79
LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.00 = 3730.00 FEET.
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 13.79
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.141
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
PUBLIC PARK B 11.70 0.45 0.85 76
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.45
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 11.70 SUBAREA RUNOFF(CFS) = 29.03
EFFECTIVE AREA(ACRES) = 46.60 AREA - AVERAGED Fm(INCH /HR) = 0.22
AREA- AVERAGED Fp(INCH /HR) = 0.33 AREA- AVERAGED Ap = 0.67
TOTAL AREA(ACRES) = 46.60 PEAK FLOW RATE(CFS) = 122.42
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «<
MAINLINE Tc(MIN) = 13.79
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.141
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL FAIR COVER
"GRASS" B 17.10 0.27 1.00 86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.27
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 17.10 SUBAREA RUNOFF(CFS) = 44.15
EFFECTIVE AREA(ACRES) = 63.70 AREA- AVERAGED Fm(INCH /HR) = 0.24
AREA- AVERAGED Fp(INCH /HR) = 0.31 AREA- AVERAGED Ap = 0.76
TOTAL AREA(ACRES) = 63.70 PEAK FLOW RATE(CFS) = 166.57
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 1
» »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «<
» »>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES « «<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 13.79
RAINFALL INTENSITY(INCH /HR) = 3.14
AREA - AVERAGED Fm(INCH /HR) = 0.24
AREA- AVERAGED Fp(INCH /HR) = 0.31
AREA- AVERAGED Ap = 0.76
EFFECTIVE STREAM AREA(ACRES) = 63.70
TOTAL STREAM AREA(ACRES) = 63.70
PEAK FLOW RATE(CFS) AT CONFLUENCE = 166.57
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 722.09 19.12 2.582 0.31( 0.24) 0.75 341.9 7.00
1 740.22 21.23 2.425 0.31( 0.24) 0.75 375.7 7.00
1 740.75 21.38 2.414 0.31( 0.24) 0.75 377.8 0.00
2 166.57 13.79 3.141 0.31( 0.24) 0.76 63.7 12.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM 0 Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 811.54 13.79 3.141 0.31( 0.24) 0.75 310.4 12.00
2 856.61 19.12 2.582 0.31( 0.24) 0.75 405.6 7.00
3 865.72 21.23 2.425 0.31( 0.24) 0.75 439.4 7.00
4 865.66 21.38 2.414 0.31( 0.24) 0.75 441.5 0.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 865.72 TC(MIN.) = 21.23
EFFECTIVE AREA(ACRES) = 439.44 AREA- AVERAGED Fm(INCH /HR) = 0.24
AREA - AVERAGED Fp(INCH /HR) = 0.31 AREA- AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 441.50
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 11.00 = 8490.00 FEET.
FLOW PROCESS FROM NODE 11.00 TO NODE 16.00 IS CODE = 52
» »>COMPUTE NATURAL VALLEY CHANNEL FLOW« «<
» »>TRAVELTIME THRU SUBAREA«« «
ELEVATION DATA: UPSTREAM(FEET) = 1000.00 DOWNSTREAM(FEET) = 984.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 1050.00 CHANNEL SLOPE = 0.0152
CHANNEL FLOW THRU SUBAREA(CFS) = 865.72
FLOW VELOCITY(FEET /SEC) = 11.54 (PER LACFCD /RCFC &WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 1.52 Tc(MIN.) = 22.75
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 16.00 = 9540.00 FEET.
FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81
» »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« «
MAINLINE Tc(MIN) = 22.75
* 100 YEAR RAINFALL INTENSITY(INCH /HR) = 2.326
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN
NATURAL POOR COVER
"GRASS" B 7.60 0.14 1.00 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.14
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 7.60 SUBAREA RUNOFF(CFS) = 14.95
EFFECTIVE AREA(ACRES) = 447.04 AREA - AVERAGED Fm(INCH /HR) = 0.23
AREA - AVERAGED Fp(INCH /HR) = 0.31 AREA- AVERAGED Ap = 0.75
TOTAL AREA(ACRES) = 449.10 PEAK FLOW RATE(CFS) = 865.72
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 449.10 TC(MIN.) = 22.75
EFFECTIVE AREA(ACRES) = 447.04 AREA- AVERAGED Fm(INCH /HR)= 0.23
AREA- AVERAGED Fp(INCH /HR) = 0.31 AREA- AVERAGED Ap = 0.75
PEAK FLOW RATE(CFS) = 865.72
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE
1 811.54 15.34 2.947 0.31( 0.23) 0.76 318.0 12.00
2 856.61 20.64 2.466 0.31( 0.23) 0.75 413.2 7.00
3 865.72 22.75 2.326 0.31( 0.23) 0.75 447.0 7.00
4 865.66 22.90 2.317 0.31( 0.23) 0.75 449.1 0.00
END OF RATIONAL METHOD ANALYSIS
1
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD /CIVILDESIGN, 1989 - 2004, Version 7.0
Study date 10/24/06
+++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
San Bernardino County Synthetic Unit Hydrology Method
Manual date - August 1986
Program License Serial Number 5028
valley trails
unit hydrograph for 100 year storm
developed condition AMC III
Storm Event Year = 100
Antecedent Moisture Condition = 3
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
Area averaged rainfall intensity isohyetal data:
Sub -Area Duration Isohyetal
(Ac.) (hours) (In)
Rainfall data for year 100
469.20 1 1.30
Rainfall data for year 100
469.20 6 3.40
Rainfall data for year 100
469.20 24 7.50
+++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Area - averaged max loss rate, Fm
SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm
No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In /Hr) (dec.) (In /Hr)
78.0 92.8 255.20 0.544 0.140 1.000 0.140
56.0 75.8 5.20 0.011 0.440 0.100 0.044
56.0 75.8 70.90 0.151 0.440 0.200 0.088
56.0 75.8 31.00 0.066 0.440 0.500 0.220
56.0 75.8 42.70 0.091 0.440 0.600 0.264
56.0 75.8 22.30 0.048 0.440 0.850 0.374
56.0 75.8 22.30 0.048 0.440 0.850 0.374
56.0 75.8 19.60 0.042 0.440 0.400 0.176
Area - averaged adjusted loss rate Fm (In /Hr) = 0.171
Area - Averaged low loss rate fraction, Yb * * * * * * * * **
Area Area SCS CN SCS CN S Pervious
(Ac.) Fract (AMC2) (AMC3) Yield Fr
255.20 0.544 78.0 92.8 0.78 0.886
0.52 0.001 56.0 75.8 3.19 0.624
4.68 0.010 98.0 98.0 0.20 0.968
14.18 0.030 56.0 75.8 3.19 0.624
56.72 0.121 98.0 98.0 0.20 0.968
15.50 0.033 56.0 75.8 3.19 0.624
15.50 0.033 98.0 98.0 0.20 0.968
25.62 0.055 56.0 75.8 3.19 0.624
17.08 0.036 98.0 98.0 0.20 0.968
18.96 0.040 56.0 75.8 3.19 0.624
3.35 0.007 98.0 98.0 0.20 0.968
18.96 0.040 56.0 75.8 3.19 0.624
3.35 0.007 98.0 98.0 0.20 0.968
7.84 0.017 56.0 75.8 3.19 0.624
11.76 0.025 98.0 98.0 0.20 0.968
Area - averaged catchment yield fraction, Y = 0.849
Area - averaged low loss fraction, Yb = 0.151
Direct entry of lag time by user
+++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
Watershed area = 469.20(Ac.)
Catchment Lag time = 0.301 hours
Unit interval = 5.000 minutes
Unit interval percentage of lag time = 27.7223
Hydrograph baseflow = 0.00(CFS)
Average maximum watershed loss rate(Fm) = 0.171(In /Hr)
Average low loss rate fraction (Yb) = 0.151 (decimal) -
VALLEY DEVELOPED S -Graph proportion = 0.440
VALLEY UNDEVELOPED S -Graph proportion = 0.000
FOOTHILL S -Graph proportion = 0.560
MOUNTAIN S -Graph proportion = 0.000
DESERT S -Graph proportion = 0.000
Computed peak 5- minute rainfall = 0.481(In)
Computed peak 30- minute rainfall = 0.985(In)
Specified peak 1 -hour rainfall = 1.300(In)
Computed peak 3 -hour rainfall = 2.344(In)
Specified peak 6 -hour rainfall = 3.400(In)
Specified peak 24 -hour rainfall = 7.500(In)
Rainfall depth area reduction factors:
Using a total area of 469.20(Ac.) (Ref: fig. E -4)
5- minute factor = 0.978 Adjusted rainfall = 0.471(In)
30- minute factor = 0.978 Adjusted rainfall = 0.964(In)
1 -hour factor = 0.978 Adjusted rainfall = 1.271(In)
3 -hour factor = 0.997 Adjusted rainfall = 2.337(In)
6 -hour factor = 0.999 Adjusted rainfall = 3.395(In)
24 -hour factor = 0.999 Adjusted rainfall = 7.496(In)
U n i t H y d r o g r a p h
Interval 'S' Graph Unit Hydrograph
Number Mean values ((CFS))
(K = 5674.39 (CFS))
1 1.861 105.619
2 8.625 383.776
3 21.825 749.022
4 45.298 1331.989
5 66.238 1188.223
6 77.256 625.151
7 84.225 395.495
8 88.848 262.280
9 91.904 173.411
10 93.915 114.154
11 95.478 88.674
12 96.765 73.053
13 97.770 57.000
14 98.394 35.432
15 98.814 23.834
16 99.024 11.867
17 99.201 10.052
18 99.357 8.857
19 99.483 7.172
20 99.577 5.310
21 99.690 6.426
22 99.810 6.823
23 99.885 4.253
24 99.943 3.254
25 99.977 1.938
26 100.000 1.322
Peak Unit Adjusted mass rainfall Unit rainfall
Number (In) (In)
1 0.4706 0.4706
2 0.6209 0.1503
3 0.7302 0.1093
4 0.8193 0.0891
5 0.8958 0.0765
6 0.9635 0.0678
7 1.0248 0.0613
8 1.0811 0.0562
9 1.1332 0.0522
10 1.1820 0.0488
11 1.2279 0.0459
12 1.2714 0.0435
13 1.3291 0.0577
14 1.3848 0.0557
15 1.4388 0.0540
16 1.4912 0.0524
17 1.5422 0.0510
18 1.5918 0.0496
19 1.6402 0.0484
20 1.6875 0.0473
21 1.7338 0.0463
22 1.7791 0.0453
23 1.8235 0.0444
24 1.8670 0.0435
25 1.9097 0.0427
26 1.9517 0.0420
27 1.9929 0.0413
28 2.0335 0.0406
29 2.0734 0.0399
30 ' 2.1128 0.0393
31 2.1515 0.0388
32 2.1897 0.0382
33 2.2274 0.0377
34 2.2646 0.0372
35 2.3012 0.0367
36 2.3375 0.0362
37 2.3722 0.0347
38 2.4065 0.0343
39 2.4404 0.0339
40 2.4739 0.0335
41 2.5070 0.0331
42 2.5398 0.0327
43 2.5721 0.0324
44 2.6042 0.0320
45 2.6359 0.0317
46 2.6673 0.0314
47 2.6983 0.0311
48 2.7291 0.0308
49 2.7596 0.0305
50 2.7898 0.0302
51 2.8197 0.0299
52 2.8493 0.0296
53 2.8787 0.0294
54 2.9078 0.0291
55 2.9367 0.0289
56 2.9653 0.0286
57 2.9937 0.0284
58 3.0219 0.0282
59 3.0498 0.0279
60 3.0775 0.0277
61 3.1051 0.0275
62 3.1324 0.0273
63 3.1595 0.0271
64 3.1864 0.0269
65 3.2131 0.0267
66 3.2396 0.0265
67 3.2660 0.0263
68 3.2921 0.0262
69 3.3181 0.0260
70 3.3439 0.0258
71 3.3695 0.0256
72 3.3950 0.0255
73 3.4219 0.0269
74 3.4486 0.0267
75 3.4751 0.0265
76 3.5015 0.0264
77 3.5278 0.0262
78 3.5539 0.0261
79 3.5798 0.0260
80 3.6056 0.0258
81 3.6313 0.0257
82 3.6569 0.0255
83 3.6823 0.0254
84 3.7076 0.0253
85 3.7327 0.0252
86 3.7577 0.0250
87 3.7826 0.0249
88 3.8074 0.0248
89 3.8321 0.0247
90 3.8566 0.0245
91 3.8811 0.0244
92 3.9054 0.0243
93 3.9296 0.0242
94 3.9536 0.0241
95 3.9776 0.0240
96 4.0015 0.0239
97 4.0252 0.0238
98 4.0489 0.0237
99 4.0725 0.0236
100 4.0959 0.0235
101 4.1193 0.0234
102 4.1425 0.0233
103 4.1657 0.0232
104 4.1887 0.0231
105 4.2117 0.0230
106 4.2345 0.0229
107 4.2573 0.0228
108 4.2800 0.0227
109 4.3026 0.0226
110 4.3251 0.0225
111 4.3475 0.0224
112 4.3699 0.0223
113 4.3921 0.0222
114 4.4143 0.0222
115 4.4364 0.0221
116 4.4584 0.0220
117 4.4803 0.0219
118 4.5021 0.0218
119 4.5239 0.0218
120 4.5456 0.0217
121 4.5672 0.0216
122 4.5887 0.0215
123 4.6101 0.0215
124 4.6315 0.0214
125 4.6528 0.0213
126 4.6740 0.0212
127 4.6952 0.0212
128 4.7163 0.0211
129 4.7373 0.0210
130 4.7582 0.0209
131 4.7791 0.0209
132 4.7999 0.0208
133 4.8207 0.0207
134 4.8413 0.0207
135 4.8620 0.0206
136 4.8825 0.0205
137 4.9030 0.02Q5
138 4.9234 0.0204
139 4.9437 0.0204
140 4.9640 0.0203
141 4.9843 0.0202
142 5.0044 0.0202
143 5.0245 0.0201
144 5.0446 0.0200
145 5.0646 0.0200
146 5.0845 0.0199
147 5.1043 0.0199
148 5.1242 0.0198
149 5.1439 0.0198
150 5.1636 0.0197
151 5.1832 0.0196
152 5.2028 0.0196
153 5.2224 0.0195
154 5.2418 0.0195
155 5.2612 0.0194
156 5.2806 0.0194
157 5.2999 0.0193
158 5.3192 0.0193
159 5.3384 0.0192
160 5.3575 0.0192
161 5.3767 0.0191
162 5.3957 0.0191
163 5.4147 0.0190
164 5.4337 0.0190
165 5.4526 0.0189
166 5.4714 0.0189
167 5.4902 0.0188
168 5.5090 0.0188
169 5.5277 0.0187
170 5.5464 0.0187
171 5.5650 0.0186
172 5.5835 0.0186
173 5.6021 0.0185
i 174 5.6205 0.0185
175 5.6390 0.0184
176 5.6574 0.0184
177 5.6757 0.0183
178 5.6940 0.0183
179 5.7123 0.0183
180 5.7305 0.0182
181 5.7486 0.0182
182 5.7668 0.0181
183 5.7848 0.0181
184 5.8029 0.0180
185 5.8209 0.0180
186 5.8388 0.0180
187 5.8567 0.0179
188 5.8746 0.0179
189 5.8924 0.0178
190 5.9102 0.0178
191 5.9280 0.0178
192 5.9457 0.0177
193 5.9634 0.0177
194 5.9810 0.0176
195 5.9986 0.0176
196 6.0162 0.0176
197 6.0337 0.0175
198 6.0512 0.0175
199 6.0686 0.0174
200 6.0860 0.0174
201 6.1034 0.0174
202 6.1207 0.0173
203 6.1380 0.0173
204 6.1552 0.0173
205 6.1725 0.0172
206 6.1896 0.0172
207 6.2068 0.0171
208 6.2239 0.0171
209 6.2410 0.0171
210 6.2580 0.0170
211 6.2750 0.0170
212 6.2920 0.0170
213 6.3090 0.0169
214 6.3259 0.0169
215 6.3427 0.0169
216 6.3596 0.0168
217 6.3764 0.0168
218 6.3931 0.0168
219 6.4099 0.0167
220 6.4266 0.0167
221 6.4433 0.0167
222 6.4599 0.0166
223 6.4765 0.0166
224 6.4931 0.0166
225 6.5096 0.0165
226 6.5261 0.0165
227 6.5426 0.0165
228 6.5591 0.0165
229 6.5755 0.0164
230 6.5919 0.0164
231 6.6082 0.0164
232 6.6246 0.0163
233 6.6409 0.0163
234 6.6571 0.0163
235 6.6734 0.0162
236 6.6896 0.0162
237 6.7058 0.0162
238 6.7219 0.0162
239 6.7380 0.0161
240 6.7541 0.0161
241 6.7702 0.0161
242 6.7862 0.0160
243 6.8022 0.0160
244 6.8182 0.0160
245 6.8342 0.0160
246 6.8501 0.0159
247 6.8660 0.0159
248 6.8818 0.0159
249 6.8977 0.0158
250 6.9135 0.0158
251 6.9293 0.0158
252 6.9450 0.0158
253 6.9608 0.0157
254 6.9765 0.0157
255 6.9922 0.0157
256 7.0078 0.0157
257 7.0234 0.0156
258 7.0390 0.0156
259 7.0546 0.0156
260 7.0702 0.0155
261 7.0857 0.0155
262 7.1012 0.0155
263 7.1167 0.0155
264 7.1321 0.0154
265 7.1475 0.0154
266 7.1629 0.0154
267 7.1783 0.0154
268 7.1936 0.0153
269 7.2090 0.0153
270 7.2243 0.0153
271 7.2395 0.0153
272 7.2548 0.0153
273 7.2700 0.0152
274 7.2852 0.0152
275 7.3004 0.0152
276 7.3155 0.0152
277 7.3307 0.0151
278 7.3458 0.0151
279 7.3609 0.0151
280 7.3759 0.0151
281 7.3910 0.0150
282 7.4060 0.0150
283 7.4210 0.0150
284 7.4359 0.0150
285 7.4509 0.0149
286 7.4658 0.0149
287 7.4807 0.0149
288 7.4956 0.0149
■
Unit Unit Unit Effective
Period Rainfall Soil -Loss Rainfall
(number) (In) (In) (In)
1 0.0149 0.0022 0.0126
2 0.0149 0.0023 0.0127
3 0.0149 0.0023 0.0127
4 0.0150 0.0023 0.0127
5 0.0150 0.0023 0.0127
6 0.0150 0.0023 0.0128
7 0.0151 0.0023 0.0128
8 0.0151 0.0023 0.0128
9 0.0152 0.0023 0.0129
10 0.0152 0.0023 0.0129
11 0.0152 0.0023 0.0129
12 0.0153 0.0023 0.0129
13 0.0153 0.0023 0.0130
14 0.0153 0.0023 0.0130
15 0.0154 0.0023 0.0130
16 0.0154 0.0023 0.0131
17 0.0154 0.0023 0.0131
18 0.0155 0.0023 0.0131
19 0.0155 0.0023 0.0132
20 0.0155 0.0023 0.0132
21 0.0156 0.0024 0.0132
22 0.0156 0.0024 0.0133
23 0.0157 0.0024 0.0133
24 0.0157 0.0024 0.0133
25 0.0158 0.0024 0.0134
26 0.0158 0.0024 0.0134
27 0.0158 0.0024 0.0134
28 0.0159 0.0024 0.0135
29 0.0159 0.0024 0.0135
30 0.0160 0.0024 0.0135
31 0.0160 0.0024 0.0136
32 0.0160 0.0024 0.0136
33 0.0161 0.0024 0.0137
34 0.0161 0.0024 0.0137
35 0.0162 0.0024 0.0137
36 0.0162 0.0024 0.0138
37 0.0163 0.0025 0.0138
38 0.0163 0.0025 0.0138
39 0.0164 0.0025 0.0139
40 0.0164 0.0025 0.0139
41 0.0165 0.0025 0.0140
42 0.0165 0.0025 0.0140
43 0.0165 0.0025 0.0140
44 0.0166 0.0025 0.0141
45 0.0166 0.0025 0.0141
46 0.0167 0.0025 0.0142
47 0.0167 0.0025 0.0142
48 0.0168 0.0025 0.0142
49 0.0168 0.0025 0.0143
SO 0.0169 0.0025 0.0143
51 0.0169 0.0026 0.0144
i 52 0.0170 0.0026 0.0144
53 0.0170 0.0026 0.0145
54 0.0171 0.0026 0.0145
55 0.0171 0.0026 0.0146
56 0.0172 0.0026 0.0146
57 0.0173 0.0026 0.0146
58 0.0173 0.0026 0.0147
59 0.0174 0.0026 0.0147
60 0.0174 0.0026 0.0148
61 0.0175 0.0026 0.0148
62 0.0175 0.0026 0.0149
63 0.0176 0.0027 0.0149
64 0.0176 0.0027 0.0150
65 0.0177 0.0027 0.0150
66 0.0178 0.0027 0.0151
67 0.0178 0.0027 0.0151
68 0.0179 0.0027 0.0152
69 0.0180 0.0027 0.0152
70 0.0180 0.0027 0.0153
71 0.0181 0.0027 0.0153
72 0.0181 0.0027 0.0154
73 0.0182 0.0028 0.0155
74 0.0183 0.0028 0.0155
75 0.0183 0.0028 0.0156
76 0.0184 0.0028 0.0156
77 0.0185 0.0028 0.0157
78 0.0185 0.0028 0.0157
79 0.0186 0.0028 0.0158
80 0.0187 0.0028 0.0158
81 0.0188 0.0028 0.0159
82 0.0188 0.0028 0.0160
83 0.0189 0.0029 0.0160
84 0.0190 0.0029 0.0161
85 0.0191 0.0029 0.0162
86 0.0191 0.0029 0.0162
87 0.0192 0.0029 0.0163
88 0.0193 0.0029 0.0163
89 0.0194 0.0029 0.0164
90 0.0194 0.0029 0.0165
91 0.0195 0.0030 0.0166
92 0.0196 0.0030 0.0166
93 0.0197 0.0030 0.0167
94 0.0198 0.0030 0.0168
95 0.0199 0.0030 0.0169
96 0.0199 0.0030 0.0169
97 0.0200 0.0030 0.0170
98 0.0201 0.0030 0.0171
99 0.0202 0.0031 0.0172
100 0.0203 0.0031 0.0172
101 0.0204 0.0031 0.0173
102 0.0205 0.0031 0.0174
103 0.0206 0.0031 0.0175
104 0.0207 0.0031 0.0176
105 0.0208 0.0031 0.0177
106 0.0209 0.0032 0.0177
107 0.0210 0.0032 0.0178
108 0.0211 0.0032 0.0179
109 0.0212 0.0032 0.0180
110 0.0213 0.0032 0.0181
111 0.0215 0.0032 0.0182
112 0.0215 0.0033 0.0183
113 0.0217 0.0033 0.0184
114 0.0218 0.0033 0.0185
115 0.0219 0.0033 0.0186
116 0.0220 0.0033 0.0187
117 0.0222 0.0033 0.0188
118 0.0222 0.0034 0.0189
119 0.0224 0.0034 0.0190
120 0.0225 0.0034 0.0191
121 0.0227 0.0034 0.0193
122 0.0228 0.0034 0.0193
123 0.0230 0.0035 0.0195
124 0.0231 0.0035 0.0196
125 0.0233 0.0035 0.0197
126 0.0234 0.0035 0.0198
127 0.0236 0.0036 0.0200
128 0.0237 0.0036 0.0201
129 0.0239 0.0036 0.0203
130 0.0240 0.0036 0.0204
131 0.0242 0.0037 0.0205
132 0.0243 0.0037 0.0206
133 0.0245 0.0037 0.0208
134 0.0247 0.0037 0.0209
135 0.0249 0.0038 0.0211
136 0.0250 0.0038 0.0212 .
137 0.0253 0.0038 0.0215
138 0.0254 0.0038 0.0216
139 0.0257 0.0039 0.0218
140 0.0258 0.0039 0.0219
141 0.0261 0.0039 0.0222
142 0.0262 0.0040 0.0223
143 0.0265 0.0040 0.0225
144 0.0267 0.0040 0.0227
145 0.0255 0.0038 0.0216
146 0.0256 0.0039 0.0218
147 0.0260 0.0039 0.0221
148 0.0262 0.0040 0.0222
149 0.0265 0.0040 0.0225
150 0.0267 0.0040 0.0227
151 0.0271 0.0041 0.0230 .
152 0.0273 0.0041 0.0232
153 0.0277 0.0042 0.0235
154 0.0279 0.0042 0.0237
155 0.0284 0.0043 0.0241
156 0.0286 0.0043 0.0243
157 0.0291 0.0044 0.0247
158 0.0294 0.0044 0.0249
159 0.0299 0.0045 0.0254
160 0.0302 0.0046 0.0256
161 0.0308 0.0046 0.0261
162 0.0311 0.0047 0.0264
163 0.0317 0.0048 0.0269
164 0.0320 0.0048 0.0272
165 0.0327 0.0049 0.0278
166 0.0331 0.0050 0.0281
167 0.0339 0.0051 0.0288
168 0.0343 0.0052 0.0291
169 0.0362 0.0055 0.0307
170 0.0367 0.0055 0.0311
171 0.0377 0.0057 0.0320
172 0.0382 0.0058 0.0324
173 0.0393 0.0059 0.0334
174 0.0399 0.0060 0.0339
175 0.0413 0.0062 0.0350
176 0.0420 0.0063 0.0356
177 0.0435 0.0066 0.0369
178 0.0444 0.0067 0.0377
179 0.0463 0.0070 0.0393
180 0.0473 0.0071 0.0402
181 0.0496 0.0075 0.0421
182 0.0510 0.0077 0.0433
183 0.0540 0.0082 0.0458
184 0.0557 0.0084 0.0473
185 0.0435 0.0066 0.0369
186 0.0459 0.0069 0.0390
187 0.0522 0.0079 0.0443
188 0.0562 0.0085 0.0477
189 0.0678 0.0102 0.0575
190 0.0765 0.0116 0.0649
191 0.1093 0.0143 0.0950
192 0.1503 0.0143 0.1361
193 0.4706 0.0143 0.4563
194 0.0891 0.0135 0.0756
195 0.0613 0.0093 0.0520
196 0.0488 0.0074 0.0414
197 0.0577 0.0087 0.0490
198 0.0524 0.0079 0.0445
199 0.0484 0.0073 0.0411
200 0.0453 0.0068 0.0384
201 0.0427 0.0065 0.0363
202 0.0406 0.0061 0.0344
203 0.0388 0.0059 0.0329
204 0.0372 0.0056 0.0315
205 0.0347 0.0052 0.0295
206 0.0335 0.0051 0.0284
207 0.0324 0.0049 0.0275
208 0.0314 0.0047 0.0266
209 0.0305 0.0046 0.0259
210 0.0296 0.0045 0.0252
211 0.0289 0.0044 0.0245
212 0.0282 0.0043 0.0239
213 0.0275 0.0042 0.0234
214 0.0269 0.0041 0.0228
215 0.0263 0.0040 0.0224
216 0.0258 0.0039 0.0219
217 0.0269 0.0041 0.0228
218 0.0264 0.0040 0.0224
219 0.0260 0.0039 0.0220
220 0.0255 0.0039 0.0217
221 0.0252 0.0038 0.0214
222 0.0248 0.0037 0.0210
223 0.0244 0.0037 0.0207
224 0.0241 0.0036 0.0204
225 0.0238 0.0036 0.0202
226 0.0235 0.0035 0.0199
227 0.0232 0.0035 0.0197
228 0.0229 0.0035 0.0194
229 0.0226 0.0034 0.0192
230 0.0223 0.0034 0.0190
231 0.0221 0.0033 0.0187
232 0.0218 0.0033 0.0185
233 0.0216 0.0033 0.0183
234 0.0214 0.0032 0.0181
235 0.0212 0.0032 0.0180
236 0.0209 0.0032 0.0178
237 0.0207 0.0031 0.0176
238 0.0205 0.0031 0.0174
239 0.0204 0.0031 0.0173
240 0.0202 0.0030 0.0171
241 0.0200 0.0030 0.0170
242 0.0198 0.0030 0.0168
243 0.0196 0.0030 0.0167
244 0.0195 0.0029 0.0165
245 0.0193 0.0029 0.0164
246 0.0192 0.0029 0.0163
247 0.0190 0.0029 0.0161
248 0.0189 0.0028 0.0160
249 0.0187 0.0028 0.0159
250 0.0186 0.0028 0.0158
251 0.0184 0.0028 0.0156
252 0.0183 0.0028 0.0155
253 0.0182 0.0027 0.0154
254 0.0180 0.0027 0.0153
255 0.0179 0.0027 0.0152
256 0.0178 0.0027 0.0151
257 0.0177 0.0027 0.0150
258 0.0176 0.0027 0.0149
259 0.0174 0.0026 0.0148
260 0.0173 0.0026 0.0147
261 0.0172 0.0026 0.0146
262 0.0171 0.0026 0.0145
263 0.0170 0.0026 0.0144
264 0.0169 0.0026 0.0144
265 0.0168 0.0025 0.0143
266 0.0167 0.0025 0.0142
267 0.0166 0.0025 0.0141
268 0.0165 0.0025 0.0140
269 0.0164 0.0025 0.0139
270 0.0163 0.0025 0.0139
271 0.0162 0.0025 0.0138
272 0.0162 0.0024 0.0137
273 0.0161 0.0024 0.0136
274 0.0160 0.0024 0.0136
275 0.0159 0.0024 0.0135
276 0.0158 0.0024 0.0134
277 0.0157 0.0024 0.0134
278 0.0157 0.0024 0.0133
279 0.0156 0.0024 0.0132
280 0.0155 0.0023 0.0132
281 0.0154 0.0023 0.0131
282 0.0153 0.0023 0.0130
283 0.0153 0.0023 0.0130
284 0.0152 0.0023 0.0129
285 0.0151 0.0023 0.0128
286 0.0151 0.0023 0.0128
287 0.0150 0.0023 0.0127
288 0.0149 0.0023 0.0127
Total soil rain loss = 1.07(In)
Total effective rainfall = 6.43(In)
Peak flow rate in flood hydrograph = 977.96(CFS)
+++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
Hydrograph in 5 Minute intervals ((CFS))
Time(h +m) Volume Ac.Ft Q(CFS) 0 250.0 500.0 750.0 1000.0
0+ 5 0.0092 1.33 Q
0 +10 0.0518 6.18 Q
0 +15 0.1596 15.66 Q
0 +20 0.3835 32.51 VQ
0 +25 0.7113 47.59 VQ
0 +30 1.0941 55.59 V Q
0 +35 1.5122 60.71 V Q
0+40 1.9540 64.16 V Q
0 +45 2.4120 66.49 V Q
0 +50 2.8809 68.09 V Q
0+55 3.3586 69.36 V Q
1+ 0 3.8438 70.45 V Q
1+ 5 4.3350 71.33 V Q
1 +10 4.8305 71.94 V Q
1 +15 5.3292 72.41 V Q
1 +20 5.8302 72.74 V Q
1 +25 6.3332 73.04 VQ
1 +30 6.8382 73.32 VQ
1 +35 7.3450 73.59 VQ
1 +40 7.8535 73.83 VQ
1 +45 8.3638 74.09 VQ
1 +50 8.8759 74.36 VQ
1 +55 9.3897 74.60 VQ
2+ 0 9.9050 74.82 VQ
2+ 5 10.4217 75.03 V Q
2 +10 10.9399 75.24 V Q
2 +15 11.4594 75.43 V Q
2 +20 11.9802 75.62 V Q
2 +25 12.5023 75.81 V Q
2 +30 13.0258 76.01 VQ
2 +35 13'.5506 76.20 VQ
2 +40 14.0767 76.40 VQ
2 +45 14.6043 76.60 VQ
2 +50 15.1332 76.80 VQ
2 +55 15.6635 77.00 VQ
3+ 0 16.1952 77.21 VQ
3+ 5 16.7284 77.41 VQ
3 +10 17.2629 77.62 VQ
3 +15 17.7990 77.83 VQ
3 +20 18.3364 78.04 VQ
3 +25 18.8754 78.26 Q
3 +30 19.4158 78.47 Q
3 +35 19.9578 78.69 Q
3 +40 20.5012 78.91 Q
3 +45 21.0462 79.13 Q
3 +50 21.5928 79.36 Q
3 +55 22.1408 79.58 Q
4+ 0 22.6905 79.81 Q
4+ 5 23.2418 80.04 Q
4 +10 23.7946 80.27 Q
4 +15 24.3491 80.51 Q
4 +20 24.9052 80.75 Q
4 +25 25.4629 80.99 QV
4 +30 26.0224 81.23 QV
4 +35 26.5835 81.47 QV
4 +40 27.1463 81.72 QV
4 +45 27.7108 81.97 QV
4 +50 28.2771 82.22 QV
4 +55 28.8451 82.48 QV
5+ 0 29.4149 82.73 QV
5+ 5 29.9864 82.99 QV
5 +10 30.5598 83.26 QV
5 +15 31.1351 83.52 QV
5 +20 31.7121 83.79 Q V
5 +25 32.2911 84.06 Q V
5 +30 32.8719 84.34 Q V
5 +35 33.4546 84.61 Q V
5 +40 34.0393 84.89 Q V
5 +45 34.6259 85.18 Q V
5 +50 35.2145 85.46 Q V
5 +55 35.8051 85.75 Q V
6+ 0 36.3977 86.05 Q V
6+ 5 - 36.9923 86.34 Q V
6 +10 37.5890 86.64 Q V
6 +15 38.1878 86.95 Q V
6 +20 38.7888 87.25 Q V
6 +25 39.3918 87.56 Q V
6 +30 39.9970 87.88 Q V
6 +35 40.6045 88.20 Q V
6 +40 41.2141 88.52 Q V
6 +45 41.8260 88.84 Q V
6 +50 42.4401 89.18 Q V
6 +55 43.0566 89.51 Q V
7+ 0 43.6754 89.85 Q V
7+ 5 44.2965 90.19 Q V
7 +10 44.9200 90.54 Q V
7 +15 45.5460 90.89 Q V
7 +20 46.1744 91.25 Q V
7 +25 46.8053 91.61 Q V
7 +30 47.4387 91.97 Q V
7 +35 48.0747 92.34 Q V
7 +40 48.7132 92.72 Q V
7 +45 49.3544 93.10 Q V
7 +50 49.9983 93.49 Q V
7 +55 50.6448 93.88 Q V
8+ 0 51.2941 94.27 Q V
8+ 5 51.9461 94.68 Q V
8 +10 52.6009 95.09 Q V
8 +15 53.2586 95.50 Q V
8 +20 53.9192 95.92 Q V
8 +25 54.5828 96.35 Q V
8 +30 55.2493 96.78 Q V
8 +35 55.9189 97.22 Q V
8 +40 56.5915 97.67. Q V
8 +45 57.2672 98.12 Q V
8 +50 57.9462 98.58 Q V
8 +55 58.6283 99.05 Q V
9+ 0 59.3137 99.52 Q V
9+ 5 60.0024 100.00 Q V
9+10 60.6946 100.50 Q V
9 +15 61.3901 100.99 Q V
9 +20 62.0892 101.50 Q V
9 +25 62.7917 102.02 Q V
9 +30 63.4980 102.54 Q V
9 +35 64.2079 103.07 Q V
9 +40 64.9215 103.62 Q V
9 +45 65.6389 104.17 Q V
9+50 66.3602 104.74 Q V
9 +55 67.0855 105.31 Q V
10+ 0 67.8148 105.89 Q v
10+ 5 68.5482 106.49 Q V
10 +10 69.2857 107.09 Q V
10 +15 70.0275 107.71 Q V
10 +20 70.7737 108.34 Q V
10 +25 71.5242 108.98 Q V
10 +30 72.2793 109.64 0 V
10 +35 73.0390 110.30 Q V
10+40 73.8033 110.99 Q V
10 +45 74.5725 111.68 Q V
10 +50 75.3466 112.40 Q V
10 +55 76.1256 113.12 Q V
11+ 0 76.9098 113.86 Q V .
11+ 5 77.6992 114.62 Q V
11 +10 78.4940 115.40 Q V
11 +15 79.2942 116.19 Q V
11 +20 80.1000 117.01 Q V
11+25 80.9116 117.84 Q v
11+30 81.7290 118.69 Q v
11 +35 82.5524 119.56 Q V
11 +40 83.3820 120.46 0 V
11 +45 84.2179 121.37 Q V
11 +50 85.0603 122.32 Q V
11 +55 85.9093 123.28 Q V
12+ 0 86.7652 124.27 Q V
12+ 5 87.6272 125.15 Q V
12 +10 88.4928 125.70 0 V
12 +15 89.3592 125.79 Q V
12 +20 90.2211 125.16 Q V
12 +25 91.0802 124.74 Q V
12 +30 91.9419 125.11 Q V
12+35 92.8084 125.82 Q V
12+40 93.6814 126.75 Q V
12 +45 94.5617 127.83 Q V
12 +50 95.4504 129.04 Q V
12 +55 96.3480 130.32 Q V
13+ 0 97.2549 131.69 Q V
13+ 5 98.1717 133.12 Q V
13 +10 99.0990 134.64 Q V
13 +15 100.0372 136.23 Q V
13 +20 100.9870 137.91 Q V
13 +25 101.9488 139.65 Q V
13 +30 102.9232 141.48 Q V
13 +35 103.9106 143.37 Q V
13 +40 104.9117 145.37 Q V
13+45 105.9271 147.44 Q V
13 +50 106.9576 149.62 Q V
13 +55 108.0037 151.90 0 V
14+ 0 109.0665 154.31 Q v
14+ 5 110.1472 156.92 Q V
14 +10 111.2487 159.94 Q V
14 +15 112.3741 163.40 Q V
14+20 113.5280 167.56 Q V
14 +25 114.7108 171.74 Q V
14 +30 115.9205 175.65 Q V
14 +35 117.1572 179.56 Q V
14 +40 118.4218 183.63 Q V
14+45 119.7157 187.87 Q V
14 +50 121.0409 192.41 Q V
14 +55 122.3994 197.25 Q V
15+ 0 123.7943 202.54 Q V
15+ 5 125.2284 208.24 Q V
15 +10 126.7061 214.55 Q V
15 +15 128.2312 221.45 Q V
15+20 129.8098 229.21 Q V
15 +25 131.4378 236.40 Q V
15 +30 133.0978 241.03 Q V
15 +35 134.7645 242.01 Q V
15 +40 136.3973 237.07 Q v
15 +45 138.0285 236.85 Q V
15 +50 139.7434 249.01 0 V
15 +55 141.6156 271.84 Q V
16+ 0 143.7700 312.81 Q V
16+ 5 146.5947 410.14 Q V
16 +10 150.5964 581.05 Q
16+15 155.9185 772.77 V Q
16 +20 162.6538 977.96 V Q
16 +25 168.6610 872.25 V Q
16 +30 172.8640 610.28 Q V
16 +35 176.1597 478.54 Q V
16 +40 178.9288 402.06 Q v
16 +45 181.3372 349.71 Q v
16 +50 183.4618 308.49 Q V
16 +55 185.4038 281.98 Q v
17+ 0 187.2000 260.80 Q V
t 17+ 5 188.8568 240.57 QI V
17 +10 190.3700 219.71 Q 1 V
17+15 191.7742 203.89 4 1 v
17+20 193.0790 189.46 Q V
17 +25 194.3198 180.16 Q V
17 +30 195.5075 172.45 Q V
17 +35 196.6473 165.50 Q V
17 +40 197.7440 159.25 Q V
17 +45 198.8088 154.60 Q V
17 +50 199.8421 150.04 Q V
17 +55 200.8392 144.77 Q v
18+ 0 201.8060 140.38 Q V
18+ 5 202.7452 136.38 Q V
18 +10 203.6633 133.31 Q V
18 +15 204.5639 130.77 Q v
18 +20 205.4574 129.73 Q v
18 +25 206.3438 128.71 Q v
18 +30 207.2194 127.13 Q V
18 +35 208.0830 125.39 Q v
18 +40 208.9343 123.61 Q V
18 +45 209.7734 121.83 Q v
18 +50 210.6004 120.09 Q v
18 +55 211.4159 118.40 Q v
19+ 0 212.2202 116.79 Q V
19+ 5 213.0139 115.24 Q V
19 +10 213.7972 113.74 Q V
19+15 214.5705 112.29 Q V
19 +20 215.3342 110.89 Q V
19 +25 216.0886 109.54 0 v
19 +30 216.8341 108.25 Q v
19 +35 217.5710 107.00 Q v
19 +40 218.2997 105.81 Q V
19 +45 219.0205 104.65 Q v
19 +50 219.7336 103.54 Q V
19 +55 220.4393 102.47 Q v
20+ 0 221.1379 101.43 Q V
20+ 5 221.8295 100.43 Q v
20 +10 222.5145 99.45 Q V
20 +15 223.1929 98.51 Q V
20 +20 223.8651 97.60 Q V
20 +25 224.5311 96.71 Q V
20 +30 225.1912 95.85 Q V
20+35 225.8456 95.01 Q V
20 +40 226.4943 94.20 Q V
20+45 227.1377 93.41 Q v
20 +50 227.7758 92.65 Q V
20 +55 228.4087 91.90 Q v
21+ 0 229.0366 91.17 Q V
21+ 5 229.6597 90.47 0 v
21 +10 230.2780 89.78 Q V
21 +15 230.8916 89.11 Q v
21 +20 231.5008 88.45 Q v
21 +25 232.1055 87.81 Q v
21 +30 232.7060 87.19 Q v
21 +35 233.3022 86.58 Q v
21+40 233.8944 85.98 Q v
21 +45 234.4825 85.40 Q v
t 21 +50 235.0667 84.83 Q v
21 +55 235.6471 84.27 Q V
22+ 0 236.2237 83.73 4 v
22+ 5 236.7967 83.19 Q V
22 +10 237.3660 82.67 Q V
22 +15 237.9319 82.16 Q V
22 +20 238.4943 81.66 Q V
22+25 239.0533 81.17 Q V
22 +30 239.6090 80.69 Q v
22 +35 240.1614 80.21 Q v
22 +40 240.7107 79.75 Q V
22 +45 241.2568 79.30 Q V
22 +50 241.7999 78.85 Q v
22 +55 242.3399 78.42 Q V
23+ 0 242.8770 77.99 Q v
23+ 5 243.4112 77.57 Q V
23 +10 243.9425 77.15 Q v
23+15 244.4711 76.74 Q v
23 +20 244.9969 76.35 Q v
23 +25 245.5200 75.95 0 V
23 +30 246.0404 75.57 Q v
23+35 246.5582 75.19 Q v
23 +40 247.0735 74.81 Q v
23 +45 247.5862 74.45 Q V
23 +50 248.0964 74.09 Q V
23+55 248.6042 73.73 Q V
24+ 0 249.1095 73.38 Q v
24+ 5 249.6034 71.70 0 v
24 +10 250.0616 66.53 0 v
24 +15 250.4526 56.78 Q v
24 +20 250.7261 39.72 Q V
24 +25 250.8952 24.55 Q V
24 +30 251.0091 16.55 Q V
24 +35 251.0882 11.48 Q V
24 +40 251.1442 8.12 Q V
24+45 251.1848 5.90 Q V
24 +50 251.2153 4.43 Q V
24 +55 251.2380 3.29 Q V
25+ 0 251.2542 2.36 Q V
25+ 5 251.2654 1.63 Q V
25 +10 251.2735 1.17 Q V
25 +15 251.2795 0.87 Q V
25 +20 251.2844 0.71 Q V
25 +25 251.2884 0.58 Q V
25 +30 251.2916 0.47 Q V
25 +35 251.2942 0.38 Q V
25 +40 251.2963 0.31 Q V
25 +45 251.2979 0.22 Q V
25 +50 251.2988 0.14 Q V
25 +55 251.2994 0.08 Q V
26+ 0 251.2997 0.04 Q V
26+ 5 251.2998 0.02 Q V
1
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989 -2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 1
YB CALCULATION
* ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:
TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD
1 255.20 100.00 78. 0.416 0.674
2 5.20 10.00 56. 0.748 0.909
3 70.90 20.00 56. 0.748 0.848
4 31.00 50.00 56. 0.748 0.666
5 22.70 60.00 56. 0.748 0.605
6 22.30 85.00 56. 0.748 0.453
7 20.00 60.00 56. 0.748 0.605
8 21.80 40.00 56. 0.748 0.727
TOTAL AREA (Acres) = 449.10
AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = 0.375
AREA- AVERAGED LOW LOSS FRACTION, Y = 0.311
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS
(C) Copyright 1989 -2003 Advanced Engineering Software (aes)
Ver. 9.0 Release Date: 01/01/2003 License ID 1400
Analysis prepared by:
Allard Engineering
8253 Sierria Avenue
Fontana Ca. 92335
Problem Descriptions:
MASTER PLAN OF DRAINAGE
AREA 1
YB CALCULATION
* ** NON- HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm)
AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:
TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.00 (inches)
SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD
1 255.20 100.00 93.( 78.) 0.140 0.895
2 5.20 10.00 76.( 56.) 0.452 0.937
3 70.90 20.00 76.( 56.) 0.452 0.905
4 31.00 50.00 76.( 56.) 0.452 0.807
5 22.70 60.00 76.( 56.) 0.452 0.775
6 22.30 85.00 76.( 56.) 0.452 0.694
7 20.00 60.00 76.( 56.) 0.452 0.775
8 21.80 40.00 76.( 56.) 0.452 0.840
TOTAL AREA (Acres) = 449.10
AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = 0.164
AREA - AVERAGED LOW LOSS FRACTION, Y = 0.133
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