Cities Index.
9a. Technical Studies

Anaheim City Council
July 23, 2024

Document
9a. Technical Studies
Meeting
July 23, 2024
Body
Anaheim City Council
Pages
38
Original file
555.4 MB
Text extracted from the city's file for reading and search. Open the original on local.anaheim.net. That file is the official record.

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

URBAN GOOD COVER
"TURF" - 1.07 0.25 0.900 93 8.64

URBAN GOOD COVER
"TURF" - 0.39 0.20 0.900 93 8.64
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 4.37
TOTAL AREA(ACRES) = 1.46 PEAK FLOW RATE(CFS) = 4.37
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 405.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 751.33 DOWNSTREAM(FEET) = 659.95 CHANNEL LENGTH THRU SUBAREA(FEET) = 250.00 CHANNEL SLOPE = 0.3655 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.500
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 2.37 0.25 0.900 -
USER-DEFINED - 0.83 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.10
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 23.55 AVERAGE FLOW DEPTH(FEET) = 0.44 TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 8.81
SUBAREA AREA(ACRES) = 3.20 SUBAREA RUNOFF(CFS) = 9.46
EFFECTIVE AREA(ACRES) = 4.66 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 13.78
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.52 FLOW VELOCITY(FEET/SEC.) = 25.89
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 567.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 410.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 659.95 DOWNSTREAM(FEET) = 651.65 FLOW LENGTH(FEET) = 407.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 18.0 INCH PIPE IS 14.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.18
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 13.78
PIPE TRAVEL TIME(MIN.) = 0.74 Tc(MIN.) = 9.55
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 410.00 = 974.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 410.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 9.55
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.344
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 9.62 0.25 0.900 -
USER-DEFINED - 1.07 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 10.69 SUBAREA RUNOFF(CFS) = 30.05 EFFECTIVE AREA(ACRES) = 15.35 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 15.3 PEAK FLOW RATE(CFS) = 43.18
**************************************************************************** FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 651.65 DOWNSTREAM(FEET) = 637.56 FLOW LENGTH(FEET) = 1467.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 24.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.34
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 43.18
PIPE TRAVEL TIME(MIN.) = 2.62 Tc(MIN.) = 12.17
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 411.00 = 2441.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 12.17
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.915
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 19.62 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 19.62 SUBAREA RUNOFF(CFS) = 47.51 EFFECTIVE AREA(ACRES) = 34.97 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 35.0 PEAK FLOW RATE(CFS) = 84.77
**************************************************************************** FLOW PROCESS FROM NODE 411.00 TO NODE 415.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 637.56 DOWNSTREAM(FEET) = 631.33 FLOW LENGTH(FEET) = 613.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 30.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.29
ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 84.77
PIPE TRAVEL TIME(MIN.) = 0.91 Tc(MIN.) = 13.08
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 415.00 = 3054.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 411.00 TO NODE 415.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 13.08
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.799
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 8.67 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 8.67 SUBAREA RUNOFF(CFS) = 20.09
EFFECTIVE AREA(ACRES) = 43.64 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 43.6 PEAK FLOW RATE(CFS) = 101.21
**************************************************************************** FLOW PROCESS FROM NODE 415.00 TO NODE 420.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 631.33 DOWNSTREAM(FEET) = 613.71 FLOW LENGTH(FEET) = 1783.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 33.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.66
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 101.21
PIPE TRAVEL TIME(MIN.) = 2.55 Tc(MIN.) = 15.63
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 420.00 = 4837.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 415.00 TO NODE 420.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 15.63
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.531
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.38 0.40 0.900 -
USER-DEFINED - 26.21 0.25 0.900 -
USER-DEFINED - 11.39 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 37.98 SUBAREA RUNOFF(CFS) = 79.24 EFFECTIVE AREA(ACRES) = 81.62 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 81.6 PEAK FLOW RATE(CFS) = 169.91
**************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 420.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 425.00 TO NODE 426.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00
ELEVATION DATA: UPSTREAM(FEET) = 865.54 DOWNSTREAM(FEET) = 751.02 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.212
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.643
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

URBAN GOOD COVER
"TURF" - 0.61 0.25 0.900 93 8.21

URBAN GOOD COVER
"TURF" - 0.27 0.20 0.900 93 8.21
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 2.72
TOTAL AREA(ACRES) = 0.88 PEAK FLOW RATE(CFS) = 2.72
**************************************************************************** FLOW PROCESS FROM NODE 426.00 TO NODE 430.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 751.02 DOWNSTREAM(FEET) = 655.76 CHANNEL LENGTH THRU SUBAREA(FEET) = 251.00 CHANNEL SLOPE = 0.3795 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.596
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.85 0.25 0.900 -
USER-DEFINED - 0.66 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.54
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 21.92 AVERAGE FLOW DEPTH(FEET) = 0.39 TRAVEL TIME(MIN.) = 0.19 Tc(MIN.) = 8.40
SUBAREA AREA(ACRES) = 2.51 SUBAREA RUNOFF(CFS) = 7.64
EFFECTIVE AREA(ACRES) = 3.39 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 3.4 PEAK FLOW RATE(CFS) = 10.32
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.46 FLOW VELOCITY(FEET/SEC.) = 24.32
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 430.00 = 541.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 435.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 655.76 DOWNSTREAM(FEET) = 625.08 FLOW LENGTH(FEET) = 1326.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.22
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.32
PIPE TRAVEL TIME(MIN.) = 2.40 Tc(MIN.) = 10.80
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 435.00 = 1867.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 435.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 10.80
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.120
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 14.67 0.25 0.900 -
USER-DEFINED - 6.92 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 21.59 SUBAREA RUNOFF(CFS) = 56.53 EFFECTIVE AREA(ACRES) = 24.98 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 25.0 PEAK FLOW RATE(CFS) = 65.40
**************************************************************************** FLOW PROCESS FROM NODE 435.00 TO NODE 420.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 625.08 DOWNSTREAM(FEET) = 613.71 FLOW LENGTH(FEET) = 604.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 25.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.19
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 65.40
PIPE TRAVEL TIME(MIN.) = 0.76 Tc(MIN.) = 11.56
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 420.00 = 2471.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 435.00 TO NODE 420.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.56
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.001
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.25 0.40 0.100 -
USER-DEFINED - 0.23 0.25 0.100 -
USER-DEFINED - 1.32 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.80 SUBAREA RUNOFF(CFS) = 4.82
EFFECTIVE AREA(ACRES) = 26.78 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.85 TOTAL AREA(ACRES) = 26.8 PEAK FLOW RATE(CFS) = 67.56
**************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 420.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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 67.56 11.56 3.001 0.23( 0.20) 0.85 26.8 425.00
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 420.00 = 2471.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 169.91 15.63 2.531 0.24( 0.22) 0.90 81.6 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 420.00 = 4837.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 218.86 11.56 3.001 0.24( 0.21) 0.88 87.2 425.00
2 226.14 15.63 2.531 0.24( 0.21) 0.89 108.4 400.00
TOTAL AREA(ACRES) = 108.4
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 226.14 Tc(MIN.) = 15.625
EFFECTIVE AREA(ACRES) = 108.40 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.89 TOTAL AREA(ACRES) = 108.4
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 420.00 = 4837.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 420.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 455.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 613.71 DOWNSTREAM(FEET) = 607.29 FLOW LENGTH(FEET) = 511.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 57.0 INCH PIPE IS 43.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 15.49
ESTIMATED PIPE DIAMETER(INCH) = 57.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 226.14
PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 16.17
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 455.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 16.17
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.482
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.30 0.40 0.100 -
USER-DEFINED - 0.03 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.33 SUBAREA RUNOFF(CFS) = 2.92
EFFECTIVE AREA(ACRES) = 109.73 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.88 TOTAL AREA(ACRES) = 109.7 PEAK FLOW RATE(CFS) = 226.14
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 319.00
ELEVATION DATA: UPSTREAM(FEET) = 940.00 DOWNSTREAM(FEET) = 830.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.519
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.151
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" D 0.19 0.20 1.000 93 6.52

NATURAL POOR COVER
"BARREN" C 1.12 0.25 1.000 91 6.52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 4.61
TOTAL AREA(ACRES) = 1.31 PEAK FLOW RATE(CFS) = 4.61
**************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 830.00 DOWNSTREAM(FEET) = 671.81 CHANNEL LENGTH THRU SUBAREA(FEET) = 453.00 CHANNEL SLOPE = 0.3492 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.935
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 0.06 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 2.49 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.90
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 11.67 AVERAGE FLOW DEPTH(FEET) = 0.55 TRAVEL TIME(MIN.) = 0.65 Tc(MIN.) = 7.17
SUBAREA AREA(ACRES) = 2.55 SUBAREA RUNOFF(CFS) = 8.57
EFFECTIVE AREA(ACRES) = 3.86 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 3.9 PEAK FLOW RATE(CFS) = 12.92
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.63 FLOW VELOCITY(FEET/SEC.) = 13.01
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 772.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 20.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 671.81 DOWNSTREAM(FEET) = 647.83 FLOW LENGTH(FEET) = 118.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 21.76
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 12.92
PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 7.26
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 20.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 178.00
ELEVATION DATA: UPSTREAM(FEET) = 1058.19 DOWNSTREAM(FEET) = 984.25 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.824
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" C 2.11 0.25 1.000 91 5.00
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 8.69
TOTAL AREA(ACRES) = 2.11 PEAK FLOW RATE(CFS) = 8.69
**************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 984.25 DOWNSTREAM(FEET) = 669.90 CHANNEL LENGTH THRU SUBAREA(FEET) = 1335.00 CHANNEL SLOPE = 0.2355 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.156
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 11.50 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 6.24 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 40.15
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 14.78 AVERAGE FLOW DEPTH(FEET) = 1.04 TRAVEL TIME(MIN.) = 1.51 Tc(MIN.) = 6.51
SUBAREA AREA(ACRES) = 17.74 SUBAREA RUNOFF(CFS) = 62.65 EFFECTIVE AREA(ACRES) = 19.85 AREA-AVERAGED Fm(INCH/HR) = 0.23 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 19.9 PEAK FLOW RATE(CFS) = 70.06
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.28 FLOW VELOCITY(FEET/SEC.) = 16.98
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 15.00 = 1513.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 20.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 669.90 DOWNSTREAM(FEET) = 647.83 FLOW LENGTH(FEET) = 119.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 32.35
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 70.06
PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 6.57
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 20.00 = 1632.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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 70.06 6.57 4.134 0.23( 0.23) 1.00 19.9 13.00
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 20.00 = 1632.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 12.92 7.26 3.907 0.22( 0.22) 1.00 3.9 10.00
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 20.00 = 890.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 82.48 6.57 4.134 0.23( 0.23) 1.00 23.3 13.00
2 78.91 7.26 3.907 0.23( 0.23) 1.00 23.7 10.00
TOTAL AREA(ACRES) = 23.7
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 82.48 Tc(MIN.) = 6.567
EFFECTIVE AREA(ACRES) = 23.34 AREA-AVERAGED Fm(INCH/HR) = 0.23 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 23.7
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 20.00 = 1632.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 30.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 647.83 DOWNSTREAM(FEET) = 624.60 FLOW LENGTH(FEET) = 767.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 25.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.72
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 82.48
PIPE TRAVEL TIME(MIN.) = 0.76 Tc(MIN.) = 7.33
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 30.00 = 2399.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 30.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 7.33
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.884
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.91 0.25 0.900 -
USER-DEFINED - 0.91 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 1.82 SUBAREA RUNOFF(CFS) = 6.03
EFFECTIVE AREA(ACRES) = 25.16 AREA-AVERAGED Fm(INCH/HR) = 0.23 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.99 TOTAL AREA(ACRES) = 25.5 PEAK FLOW RATE(CFS) = 82.77
**************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 30.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 239.00
ELEVATION DATA: UPSTREAM(FEET) = 1140.97 DOWNSTREAM(FEET) = 1082.68 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.224
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.261
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" D 1.26 0.20 1.000 93 6.22
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 4.61
TOTAL AREA(ACRES) = 1.26 PEAK FLOW RATE(CFS) = 4.61
**************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 25.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 1082.68 DOWNSTREAM(FEET) = 706.33 CHANNEL LENGTH THRU SUBAREA(FEET) = 1409.00 CHANNEL SLOPE = 0.2671 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.737
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 1.62 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 14.57 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 30.43
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 14.43 AVERAGE FLOW DEPTH(FEET) = 0.92 TRAVEL TIME(MIN.) = 1.63 Tc(MIN.) = 7.85
SUBAREA AREA(ACRES) = 16.19 SUBAREA RUNOFF(CFS) = 51.46 EFFECTIVE AREA(ACRES) = 17.45 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 17.5 PEAK FLOW RATE(CFS) = 55.47
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.15 FLOW VELOCITY(FEET/SEC.) = 16.86
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 25.00 = 1648.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 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.) = 7.85
RAINFALL INTENSITY(INCH/HR) = 3.74
AREA-AVERAGED Fm(INCH/HR) = 0.20
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 17.45
TOTAL STREAM AREA(ACRES) = 17.45
PEAK FLOW RATE(CFS) AT CONFLUENCE = 55.47
**************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 273.00
ELEVATION DATA: UPSTREAM(FEET) = 1101.23 DOWNSTREAM(FEET) = 1025.31 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.394
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.197
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" C 2.34 0.25 1.000 91 6.39

NATURAL POOR COVER
"BARREN" D 3.50 0.20 1.000 93 6.39
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 20.90
TOTAL AREA(ACRES) = 5.84 PEAK FLOW RATE(CFS) = 20.90
**************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 1025.31 DOWNSTREAM(FEET) = 706.33 CHANNEL LENGTH THRU SUBAREA(FEET) = 1345.00 CHANNEL SLOPE = 0.2372 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.741
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 8.55 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 8.56 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 48.02
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 15.56 AVERAGE FLOW DEPTH(FEET) = 1.11 TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 7.83
SUBAREA AREA(ACRES) = 17.11 SUBAREA RUNOFF(CFS) = 54.14 EFFECTIVE AREA(ACRES) = 22.95 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 23.0 PEAK FLOW RATE(CFS) = 72.65
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.30 FLOW VELOCITY(FEET/SEC.) = 17.20
LONGEST FLOWPATH FROM NODE 23.00 TO NODE 25.00 = 1618.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 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.) = 7.83
RAINFALL INTENSITY(INCH/HR) = 3.74
AREA-AVERAGED Fm(INCH/HR) = 0.22
AREA-AVERAGED Fp(INCH/HR) = 0.22
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 22.95
TOTAL STREAM AREA(ACRES) = 22.95
PEAK FLOW RATE(CFS) AT CONFLUENCE = 72.65
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 55.47 7.85 3.737 0.20( 0.20) 1.00 17.5 21.00
2 72.65 7.83 3.741 0.22( 0.22) 1.00 23.0 23.00

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
1 128.07 7.83 3.741 0.22( 0.22) 1.00 40.4 23.00
2 128.02 7.85 3.737 0.22( 0.22) 1.00 40.4 21.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 128.07 Tc(MIN.) = 7.83
EFFECTIVE AREA(ACRES) = 40.36 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 40.4
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 25.00 = 1648.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 28.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 706.33 DOWNSTREAM(FEET) = 638.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 1254.00 CHANNEL SLOPE = 0.0545 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.336
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 8.68 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 7.10 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 150.16 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 11.89 AVERAGE FLOW DEPTH(FEET) = 2.25 TRAVEL TIME(MIN.) = 1.76 Tc(MIN.) = 9.59
SUBAREA AREA(ACRES) = 15.78 SUBAREA RUNOFF(CFS) = 44.15 EFFECTIVE AREA(ACRES) = 56.14 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 56.2 PEAK FLOW RATE(CFS) = 157.50
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 2.29 FLOW VELOCITY(FEET/SEC.) = 12.06
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 28.00 = 2902.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 28.00 TO NODE 28.00 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.) = 9.59
RAINFALL INTENSITY(INCH/HR) = 3.34
AREA-AVERAGED Fm(INCH/HR) = 0.22
AREA-AVERAGED Fp(INCH/HR) = 0.22
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 56.14
TOTAL STREAM AREA(ACRES) = 56.18
PEAK FLOW RATE(CFS) AT CONFLUENCE = 157.50
**************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 180.00
ELEVATION DATA: UPSTREAM(FEET) = 730.00 DOWNSTREAM(FEET) = 692.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.720
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.470
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" C 0.56 0.25 1.000 91 5.72
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 2.13
TOTAL AREA(ACRES) = 0.56 PEAK FLOW RATE(CFS) = 2.13
**************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 28.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 692.00 DOWNSTREAM(FEET) = 638.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 352.00 CHANNEL SLOPE = 0.1534 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.152
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 1.34 0.25 1.000 91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.48
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 7.37 AVERAGE FLOW DEPTH(FEET) = 0.49 TRAVEL TIME(MIN.) = 0.80 Tc(MIN.) = 6.52
SUBAREA AREA(ACRES) = 1.34 SUBAREA RUNOFF(CFS) = 4.71
EFFECTIVE AREA(ACRES) = 1.90 AREA-AVERAGED Fm(INCH/HR) = 0.25 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 1.9 PEAK FLOW RATE(CFS) = 6.67
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.58 FLOW VELOCITY(FEET/SEC.) = 8.07
LONGEST FLOWPATH FROM NODE 26.00 TO NODE 28.00 = 532.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 28.00 TO NODE 28.00 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.) = 6.52
RAINFALL INTENSITY(INCH/HR) = 4.15
AREA-AVERAGED Fm(INCH/HR) = 0.25
AREA-AVERAGED Fp(INCH/HR) = 0.25
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 1.90
TOTAL STREAM AREA(ACRES) = 1.90
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.67
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 157.50 9.59 3.336 0.22( 0.22) 1.00 56.1 23.00
1 157.46 9.61 3.333 0.22( 0.22) 1.00 56.2 21.00
2 6.67 6.52 4.152 0.25( 0.25) 1.00 1.9 26.00

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
1 141.67 6.52 4.152 0.22( 0.22) 1.00 40.0 26.00
2 162.78 9.59 3.336 0.22( 0.22) 1.00 58.0 23.00
3 162.74 9.61 3.333 0.22( 0.22) 1.00 58.1 21.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 162.78 Tc(MIN.) = 9.59
EFFECTIVE AREA(ACRES) = 58.04 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 58.1
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 28.00 = 2902.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 28.00 TO NODE 30.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 638.00 DOWNSTREAM(FEET) = 624.60 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 25.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 30.98
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 162.78
PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 9.67
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 30.00 = 3042.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 30.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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
1 141.67 6.59 4.124 0.22( 0.22) 1.00 40.0 26.00
2 162.78 9.67 3.321 0.22( 0.22) 1.00 58.0 23.00
3 162.74 9.68 3.318 0.22( 0.22) 1.00 58.1 21.00
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 30.00 = 3042.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 82.77 7.33 3.884 0.23( 0.23) 0.99 25.2 13.00
2 79.54 8.02 3.691 0.23( 0.23) 0.99 25.5 10.00
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 30.00 = 2399.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 221.02 6.59 4.124 0.22( 0.22) 1.00 62.7 26.00
2 229.51 7.33 3.884 0.22( 0.22) 1.00 69.5 13.00
3 231.03 8.02 3.691 0.22( 0.22) 1.00 73.9 10.00
4 233.83 9.67 3.321 0.22( 0.22) 1.00 83.6 23.00
5 233.72 9.68 3.318 0.22( 0.22) 1.00 83.6 21.00
TOTAL AREA(ACRES) = 83.6
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 233.83 Tc(MIN.) = 9.668
EFFECTIVE AREA(ACRES) = 83.57 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 83.6
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 30.00 = 3042.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 30.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.60 DOWNSTREAM(FEET) = 617.67 FLOW LENGTH(FEET) = 200.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 48.0 INCH PIPE IS 36.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 22.91
ESTIMATED PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 233.83
PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN.) = 9.81
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 40.00 = 3242.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 32.00 TO NODE 34.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 159.00
ELEVATION DATA: UPSTREAM(FEET) = 682.00 DOWNSTREAM(FEET) = 632.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.026
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.810
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" C 0.18 0.25 1.000 91 5.03

NATURAL POOR COVER
"BARREN" D 0.19 0.20 1.000 93 5.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 1.53
TOTAL AREA(ACRES) = 0.37 PEAK FLOW RATE(CFS) = 1.53
**************************************************************************** FLOW PROCESS FROM NODE 34.00 TO NODE 40.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 632.00 DOWNSTREAM(FEET) = 617.67 FLOW LENGTH(FEET) = 123.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.19
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.53
PIPE TRAVEL TIME(MIN.) = 0.20 Tc(MIN.) = 5.23
LONGEST FLOWPATH FROM NODE 32.00 TO NODE 40.00 = 282.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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 1.53 5.23 4.704 0.22( 0.22) 1.00 0.4 32.00
LONGEST FLOWPATH FROM NODE 32.00 TO NODE 40.00 = 282.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 221.02 6.74 4.073 0.22( 0.22) 1.00 62.7 26.00
2 229.51 7.48 3.841 0.22( 0.22) 1.00 69.5 13.00
3 231.03 8.17 3.653 0.22( 0.22) 1.00 73.9 10.00
4 233.83 9.81 3.293 0.22( 0.22) 1.00 83.6 23.00
5 233.72 9.83 3.291 0.22( 0.22) 1.00 83.6 21.00
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 40.00 = 3242.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 200.98 5.23 4.704 0.22( 0.22) 1.00 49.0 32.00
2 222.33 6.74 4.073 0.22( 0.22) 1.00 63.0 26.00
3 230.74 7.48 3.841 0.22( 0.22) 1.00 69.9 13.00
4 232.20 8.17 3.653 0.22( 0.22) 1.00 74.3 10.00
5 234.87 9.81 3.293 0.22( 0.22) 1.00 83.9 23.00
6 234.76 9.83 3.291 0.22( 0.22) 1.00 84.0 21.00
TOTAL AREA(ACRES) = 84.0
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 234.87 Tc(MIN.) = 9.814
EFFECTIVE AREA(ACRES) = 83.94 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 84.0
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 40.00 = 3242.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 455.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 617.67 DOWNSTREAM(FEET) = 607.29 FLOW LENGTH(FEET) = 914.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 60.0 INCH PIPE IS 44.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 15.16
ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 234.87
PIPE TRAVEL TIME(MIN.) = 1.00 Tc(MIN.) = 10.82
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 455.00 = 4156.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 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
1 200.98 6.27 4.244 0.22( 0.22) 1.00 49.0 32.00
2 222.33 7.77 3.758 0.22( 0.22) 1.00 63.0 26.00
3 230.74 8.48 3.576 0.22( 0.22) 1.00 69.9 13.00
4 232.20 9.18 3.421 0.22( 0.22) 1.00 74.3 10.00
5 234.87 10.82 3.116 0.22( 0.22) 1.00 83.9 23.00
6 234.76 10.83 3.114 0.22( 0.22) 1.00 84.0 21.00
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 455.00 = 4156.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 218.86 12.11 2.923 0.24( 0.21) 0.87 88.5 425.00
2 226.14 16.17 2.482 0.24( 0.21) 0.88 109.7 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 369.37 6.27 4.244 0.23( 0.22) 0.94 94.8 32.00
2 405.95 7.77 3.758 0.23( 0.22) 0.94 119.8 26.00
3 420.90 8.48 3.576 0.23( 0.22) 0.94 131.9 13.00
4 428.38 9.18 3.421 0.23( 0.22) 0.94 141.4 10.00
5 444.25 10.82 3.116 0.23( 0.22) 0.94 163.0 23.00
6 444.25 10.83 3.114 0.23( 0.22) 0.94 163.1 21.00
7 438.12 12.11 2.923 0.23( 0.22) 0.93 172.5 425.00
8 409.58 16.17 2.482 0.23( 0.22) 0.93 193.7 400.00
TOTAL AREA(ACRES) = 193.7
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 444.25 Tc(MIN.) = 10.833
EFFECTIVE AREA(ACRES) = 163.13 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.94 TOTAL AREA(ACRES) = 193.7
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 329.00
ELEVATION DATA: UPSTREAM(FEET) = 860.00 DOWNSTREAM(FEET) = 715.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.284
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.239
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" C 2.22 0.25 1.000 91 6.28

NATURAL POOR COVER
"BARREN" D 1.21 0.20 1.000 93 6.28
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 12.37
TOTAL AREA(ACRES) = 3.43 PEAK FLOW RATE(CFS) = 12.37
**************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 43.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 715.00 DOWNSTREAM(FEET) = 640.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 581.00 CHANNEL SLOPE = 0.1291 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.915
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 0.75 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 5.02 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 22.00
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 10.22 AVERAGE FLOW DEPTH(FEET) = 0.93 TRAVEL TIME(MIN.) = 0.95 Tc(MIN.) = 7.23
SUBAREA AREA(ACRES) = 5.77 SUBAREA RUNOFF(CFS) = 19.26
EFFECTIVE AREA(ACRES) = 9.20 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 9.2 PEAK FLOW RATE(CFS) = 30.62
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.06 FLOW VELOCITY(FEET/SEC.) = 10.99
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 43.00 = 910.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 44.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 640.00 DOWNSTREAM(FEET) = 630.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 452.00 CHANNEL SLOPE = 0.0221 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.586
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" A 1.26 0.40 1.000 78

NATURAL POOR COVER
"BARREN" C 4.83 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 2.48 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.26
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 43.47
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 6.21 AVERAGE FLOW DEPTH(FEET) = 1.67 TRAVEL TIME(MIN.) = 1.21 Tc(MIN.) = 8.44
SUBAREA AREA(ACRES) = 8.57 SUBAREA RUNOFF(CFS) = 25.67
EFFECTIVE AREA(ACRES) = 17.77 AREA-AVERAGED Fm(INCH/HR) = 0.24 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 17.8 PEAK FLOW RATE(CFS) = 53.57
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.81 FLOW VELOCITY(FEET/SEC.) = 6.57
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 44.00 = 1362.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 44.00 TO NODE 45.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 630.00 DOWNSTREAM(FEET) = 611.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 495.00 CHANNEL SLOPE = 0.0380 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.363
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" A 0.52 0.40 1.000 78

NATURAL POOR COVER
"BARREN" C 1.76 0.25 1.000 91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.28
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 56.73
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 8.16 AVERAGE FLOW DEPTH(FEET) = 1.67 TRAVEL TIME(MIN.) = 1.01 Tc(MIN.) = 9.46
SUBAREA AREA(ACRES) = 2.28 SUBAREA RUNOFF(CFS) = 6.32
EFFECTIVE AREA(ACRES) = 20.05 AREA-AVERAGED Fm(INCH/HR) = 0.24 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 20.1 PEAK FLOW RATE(CFS) = 56.33
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.67 FLOW VELOCITY(FEET/SEC.) = 8.12
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 45.00 = 1857.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 455.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 611.20 DOWNSTREAM(FEET) = 607.29 FLOW LENGTH(FEET) = 172.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 30.0 INCH PIPE IS 23.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.61
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 56.33
PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 9.67
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 455.00 = 2029.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 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 56.33 9.67 3.321 0.24( 0.24) 1.00 20.1 41.00
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 455.00 = 2029.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 369.37 6.27 4.244 0.23( 0.22) 0.94 94.8 32.00
2 405.95 7.77 3.758 0.23( 0.22) 0.94 119.8 26.00
3 420.90 8.48 3.576 0.23( 0.22) 0.94 131.9 13.00
4 428.38 9.18 3.421 0.23( 0.22) 0.94 141.4 10.00
5 444.25 10.82 3.116 0.23( 0.22) 0.94 163.0 23.00
6 444.25 10.83 3.114 0.23( 0.22) 0.94 163.1 21.00
7 438.12 12.11 2.923 0.23( 0.22) 0.93 172.5 425.00
8 409.58 16.17 2.482 0.23( 0.22) 0.93 193.7 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 416.85 6.27 4.244 0.23( 0.22) 0.94 107.8 32.00
2 457.65 7.77 3.758 0.23( 0.22) 0.95 136.0 26.00
3 474.42 8.48 3.576 0.23( 0.22) 0.95 149.5 13.00
4 483.57 9.18 3.421 0.23( 0.22) 0.95 160.4 10.00
5 489.45 9.67 3.321 0.23( 0.22) 0.94 167.9 41.00
6 496.82 10.82 3.116 0.23( 0.22) 0.94 183.0 23.00
7 496.78 10.83 3.114 0.23( 0.22) 0.94 183.2 21.00
8 487.17 12.11 2.923 0.23( 0.22) 0.94 192.5 425.00
9 450.56 16.17 2.482 0.23( 0.22) 0.94 213.8 400.00
TOTAL AREA(ACRES) = 213.8
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 496.82 Tc(MIN.) = 10.819
EFFECTIVE AREA(ACRES) = 183.04 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.94 TOTAL AREA(ACRES) = 213.8
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 460.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 607.29 DOWNSTREAM(FEET) = 503.97 FLOW LENGTH(FEET) = 1400.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 54.0 INCH PIPE IS 43.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 36.32
ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 496.82
PIPE TRAVEL TIME(MIN.) = 0.64 Tc(MIN.) = 11.46
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 460.00 = 6748.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 460.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.46
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.016
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.24 0.40 0.100 -
USER-DEFINED - 3.80 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 4.04 SUBAREA RUNOFF(CFS) = 10.89
EFFECTIVE AREA(ACRES) = 187.08 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.93 TOTAL AREA(ACRES) = 217.8 PEAK FLOW RATE(CFS) = 496.82
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 465.00 TO NODE 460.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.46
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.016
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" A 1.64 0.40 1.000 78

NATURAL POOR COVER
"BARREN" D 2.45 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.28
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA AREA(ACRES) = 4.09 SUBAREA RUNOFF(CFS) = 10.07
EFFECTIVE AREA(ACRES) = 191.17 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.93 TOTAL AREA(ACRES) = 221.9 PEAK FLOW RATE(CFS) = 496.82
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 460.00 TO NODE 470.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 503.97 DOWNSTREAM(FEET) = 444.42 FLOW LENGTH(FEET) = 1182.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 60.0 INCH PIPE IS 44.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 31.94
ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 496.82
PIPE TRAVEL TIME(MIN.) = 0.62 Tc(MIN.) = 12.08
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 470.00 = 7930.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 460.00 TO NODE 470.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 12.08
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.928
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 3.53 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 3.53 SUBAREA RUNOFF(CFS) = 9.24
EFFECTIVE AREA(ACRES) = 194.70 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.91 TOTAL AREA(ACRES) = 225.4 PEAK FLOW RATE(CFS) = 496.82
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 470.00 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
1 416.85 7.59 3.808 0.23( 0.21) 0.89 119.4 32.00
2 457.65 9.05 3.447 0.23( 0.21) 0.90 147.6 26.00
3 474.42 9.76 3.303 0.23( 0.21) 0.91 161.1 13.00
4 483.57 10.45 3.178 0.23( 0.21) 0.91 172.0 10.00
5 489.45 10.93 3.099 0.23( 0.21) 0.91 179.5 41.00
6 496.82 12.08 2.928 0.23( 0.21) 0.91 194.7 23.00
7 496.78 12.09 2.926 0.23( 0.21) 0.91 194.8 21.00
8 487.17 13.38 2.764 0.23( 0.21) 0.91 204.2 425.00
9 450.56 17.46 2.377 0.23( 0.21) 0.91 225.4 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 470.00 = 7930.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 225.95 12.19 2.913 0.24( 0.21) 0.88 85.5 370.00
2 236.70 14.65 2.625 0.24( 0.21) 0.88 101.8 360.00
3 237.16 14.95 2.595 0.24( 0.21) 0.88 103.4 381.00
4 236.73 15.45 2.547 0.24( 0.21) 0.88 105.5 390.00
5 236.03 16.03 2.495 0.24( 0.21) 0.88 107.9 315.00
6 230.16 16.91 2.420 0.24( 0.21) 0.88 109.0 300.00
7 210.29 20.46 2.173 0.24( 0.21) 0.88 113.1 340.00
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 470.00 = 4805.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 604.19 7.59 3.808 0.23( 0.21) 0.89 172.7 32.00
2 658.63 9.05 3.447 0.23( 0.21) 0.90 211.2 26.00
3 681.49 9.76 3.303 0.23( 0.21) 0.90 229.6 13.00
4 696.31 10.45 3.178 0.23( 0.21) 0.90 245.4 10.00
5 705.95 10.93 3.099 0.23( 0.21) 0.90 256.2 41.00
6 721.99 12.08 2.928 0.23( 0.21) 0.90 279.5 23.00
7 722.05 12.09 2.926 0.23( 0.21) 0.90 279.7 21.00
8 722.03 12.19 2.913 0.23( 0.21) 0.90 281.0 370.00
9 718.31 13.38 2.764 0.23( 0.21) 0.90 297.6 425.00
10 712.45 14.65 2.625 0.23( 0.21) 0.90 312.6 360.00
11 710.22 14.95 2.595 0.23( 0.21) 0.90 315.8 381.00
12 705.27 15.45 2.547 0.23( 0.21) 0.90 320.5 390.00
13 699.39 16.03 2.495 0.24( 0.21) 0.90 325.9 315.00
14 685.61 16.91 2.420 0.24( 0.21) 0.90 331.6 300.00
15 677.65 17.46 2.377 0.24( 0.21) 0.90 335.1 400.00
16 618.40 20.46 2.173 0.24( 0.21) 0.90 338.5 340.00
TOTAL AREA(ACRES) = 338.5
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 722.05 Tc(MIN.) = 12.092
EFFECTIVE AREA(ACRES) = 279.70 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 338.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 470.00 = 7930.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 470.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 475.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 444.42 DOWNSTREAM(FEET) = 435.96 FLOW LENGTH(FEET) = 383.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 78.0 INCH PIPE IS 62.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 25.39
ESTIMATED PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 722.05
PIPE TRAVEL TIME(MIN.) = 0.25 Tc(MIN.) = 12.34
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 475.00 = 8313.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 475.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 12.34
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.892
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.05 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.05 SUBAREA RUNOFF(CFS) = 2.71
EFFECTIVE AREA(ACRES) = 280.75 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 339.5 PEAK FLOW RATE(CFS) = 722.05
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 475.00 TO NODE 480.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 435.96 DOWNSTREAM(FEET) = 415.33 FLOW LENGTH(FEET) = 279.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 63.0 INCH PIPE IS 48.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 40.20
ESTIMATED PIPE DIAMETER(INCH) = 63.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 722.05
PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 12.46
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 480.00 = 8592.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 186.00
ELEVATION DATA: UPSTREAM(FEET) = 584.02 DOWNSTREAM(FEET) = 508.34 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.082
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.779
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" A 2.50 0.40 1.000 78 5.08

NATURAL POOR COVER
"BARREN" C 0.32 0.25 1.000 91 5.08

NATURAL POOR COVER
"BARREN" D 1.77 0.20 1.000 93 5.08
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.31
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 18.45
TOTAL AREA(ACRES) = 4.59 PEAK FLOW RATE(CFS) = 18.45
**************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 505.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 508.34 DOWNSTREAM(FEET) = 492.05 CHANNEL LENGTH THRU SUBAREA(FEET) = 228.00 CHANNEL SLOPE = 0.0714 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.552
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" A 2.88 0.40 1.000 78
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 23.83
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 8.31 AVERAGE FLOW DEPTH(FEET) = 1.07 TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 5.54
SUBAREA AREA(ACRES) = 2.88 SUBAREA RUNOFF(CFS) = 10.76
EFFECTIVE AREA(ACRES) = 7.47 AREA-AVERAGED Fm(INCH/HR) = 0.35 AREA-AVERAGED Fp(INCH/HR) = 0.35 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 7.5 PEAK FLOW RATE(CFS) = 28.27
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.14 FLOW VELOCITY(FEET/SEC.) = 8.68
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 505.00 = 414.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 600.00 TO NODE 605.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 309.00
ELEVATION DATA: UPSTREAM(FEET) = 652.62 DOWNSTREAM(FEET) = 561.68 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.643
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.107
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" C 1.89 0.25 1.000 91 6.64
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 6.56
TOTAL AREA(ACRES) = 1.89 PEAK FLOW RATE(CFS) = 6.56
**************************************************************************** FLOW PROCESS FROM NODE 605.00 TO NODE 610.00 IS CODE = 56 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 561.68 DOWNSTREAM(FEET) = 451.03 CHANNEL LENGTH THRU SUBAREA(FEET) = 868.00 CHANNEL SLOPE = 0.1275 GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.35
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.575
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 13.84 0.25 1.000 91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 27.37
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 7.83 AVERAGE FLOW DEPTH(FEET) = 0.32 TRAVEL TIME(MIN.) = 1.85 Tc(MIN.) = 8.49
SUBAREA AREA(ACRES) = 13.84 SUBAREA RUNOFF(CFS) = 41.41 EFFECTIVE AREA(ACRES) = 15.73 AREA-AVERAGED Fm(INCH/HR) = 0.25 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 15.7 PEAK FLOW RATE(CFS) = 47.07
GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.45
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.45 FLOW VELOCITY(FEET/SEC.) = 9.51
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 610.00 = 1177.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 700.00 TO NODE 701.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 194.00
ELEVATION DATA: UPSTREAM(FEET) = 820.48 DOWNSTREAM(FEET) = 754.03 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.350
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.643
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

NATURAL POOR COVER
"BARREN" C 0.13 0.25 1.000 91 5.35

NATURAL POOR COVER
"BARREN" D 0.54 0.20 1.000 93 5.35
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 2.67
TOTAL AREA(ACRES) = 0.67 PEAK FLOW RATE(CFS) = 2.67
**************************************************************************** FLOW PROCESS FROM NODE 701.00 TO NODE 705.00 IS CODE = 56 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 754.03 DOWNSTREAM(FEET) = 622.26 CHANNEL LENGTH THRU SUBAREA(FEET) = 668.00 CHANNEL SLOPE = 0.1973 GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.13
* 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.834
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

NATURAL POOR COVER
"BARREN" C 0.34 0.25 1.000 91

NATURAL POOR COVER
"BARREN" D 2.08 0.20 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.66
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.17 AVERAGE FLOW DEPTH(FEET) = 0.12 TRAVEL TIME(MIN.) = 2.15 Tc(MIN.) = 7.50
SUBAREA AREA(ACRES) = 2.42 SUBAREA RUNOFF(CFS) = 7.90
EFFECTIVE AREA(ACRES) = 3.09 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.21 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 3.1 PEAK FLOW RATE(CFS) = 10.08
GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.16
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.16 FLOW VELOCITY(FEET/SEC.) = 6.24
LONGEST FLOWPATH FROM NODE 700.00 TO NODE 705.00 = 862.00 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 3.1 TC(MIN.) = 7.50
EFFECTIVE AREA(ACRES) = 3.09 AREA-AVERAGED Fm(INCH/HR)= 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.21 AREA-AVERAGED Ap = 1.000 PEAK FLOW RATE(CFS) = 10.08
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ ****************************************************************************

RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION)
(c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GYPSUM CANYON CEMETERY WITH OFFSITE FLOW *
* PROPOSED CONDITION - 100 YEAR STORM EVENT *
* HHTUN REV CGULLIXSON *
************************************************************************** FILE NAME: GCP_100.DAT
TIME/DATE OF STUDY: 10:03 10/04/2023
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*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 32.0 16.0 0.018/0.018/0.020 0.67 2.00 0.0312 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 100.00 TO NODE 105.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 103.00
ELEVATION DATA: UPSTREAM(FEET) = 450.02 DOWNSTREAM(FEET) = 417.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187
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
"BARREN" C 4.20 0.25 1.000 98 5.00
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 22.44
TOTAL AREA(ACRES) = 4.20 PEAK FLOW RATE(CFS) = 22.44
**************************************************************************** FLOW PROCESS FROM NODE 200.00 TO NODE 205.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 389.00
ELEVATION DATA: UPSTREAM(FEET) = 443.03 DOWNSTREAM(FEET) = 406.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.129
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.382
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
"BARREN" A 0.62 0.40 1.000 93 9.13

NATURAL POOR COVER
"BARREN" B 0.27 0.30 1.000 97 9.13

NATURAL POOR COVER
"BARREN" C 0.35 0.25 1.000 98 9.13

NATURAL POOR COVER
"BARREN" D 7.62 0.20 1.000 98 9.13
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 33.20
TOTAL AREA(ACRES) = 8.86 PEAK FLOW RATE(CFS) = 33.20
**************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 235.00
ELEVATION DATA: UPSTREAM(FEET) = 642.77 DOWNSTREAM(FEET) = 562.32 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.769
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.807
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.)

URBAN GOOD COVER
"TURF" - 0.69 0.25 0.900 98 7.77
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 2.85
TOTAL AREA(ACRES) = 0.69 PEAK FLOW RATE(CFS) = 2.85
**************************************************************************** FLOW PROCESS FROM NODE 301.00 TO NODE 305.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 562.32 DOWNSTREAM(FEET) = 474.58 CHANNEL LENGTH THRU SUBAREA(FEET) = 226.00 CHANNEL SLOPE = 0.3882 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 3.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.741
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.29 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.47
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 19.93 AVERAGE FLOW DEPTH(FEET) = 0.30 TRAVEL TIME(MIN.) = 0.19 Tc(MIN.) = 7.96
SUBAREA AREA(ACRES) = 1.29 SUBAREA RUNOFF(CFS) = 5.24
EFFECTIVE AREA(ACRES) = 1.98 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 2.0 PEAK FLOW RATE(CFS) = 8.05
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.35 FLOW VELOCITY(FEET/SEC.) = 21.43
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 305.00 = 461.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 305.00 TO NODE 306.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 474.58 DOWNSTREAM(FEET) = 468.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 356.00 CHANNEL SLOPE = 0.0182 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 3.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
CHANNEL FLOW THRU SUBAREA(CFS) = 8.05
FLOW VELOCITY(FEET/SEC.) = 6.92 FLOW DEPTH(FEET) = 0.62 TRAVEL TIME(MIN.) = 0.86 Tc(MIN.) = 8.82
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 306.00 = 817.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 306.00 TO NODE 306.00 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.) = 8.82
RAINFALL INTENSITY(INCH/HR) = 4.47
AREA-AVERAGED Fm(INCH/HR) = 0.22
AREA-AVERAGED Fp(INCH/HR) = 0.25
AREA-AVERAGED Ap = 0.90
EFFECTIVE STREAM AREA(ACRES) = 1.98
TOTAL STREAM AREA(ACRES) = 1.98
PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.05
**************************************************************************** FLOW PROCESS FROM NODE 315.00 TO NODE 316.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 243.00
ELEVATION DATA: UPSTREAM(FEET) = 648.21 DOWNSTREAM(FEET) = 563.05 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.836
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.783
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.)

URBAN GOOD COVER
"TURF" - 3.55 0.25 0.900 98 7.84
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 14.56
TOTAL AREA(ACRES) = 3.55 PEAK FLOW RATE(CFS) = 14.56
**************************************************************************** FLOW PROCESS FROM NODE 316.00 TO NODE 306.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 563.05 DOWNSTREAM(FEET) = 468.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 442.00 CHANNEL SLOPE = 0.2148 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 3.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.674
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 5.08 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 24.74
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 22.91 AVERAGE FLOW DEPTH(FEET) = 0.60 TRAVEL TIME(MIN.) = 0.32 Tc(MIN.) = 8.16
SUBAREA AREA(ACRES) = 5.08 SUBAREA RUNOFF(CFS) = 20.34
EFFECTIVE AREA(ACRES) = 8.63 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 8.6 PEAK FLOW RATE(CFS) = 34.55
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.68 FLOW VELOCITY(FEET/SEC.) = 24.77
LONGEST FLOWPATH FROM NODE 315.00 TO NODE 306.00 = 685.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 306.00 TO NODE 306.00 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.) = 8.16
RAINFALL INTENSITY(INCH/HR) = 4.67
AREA-AVERAGED Fm(INCH/HR) = 0.22
AREA-AVERAGED Fp(INCH/HR) = 0.25
AREA-AVERAGED Ap = 0.90
EFFECTIVE STREAM AREA(ACRES) = 8.63
TOTAL STREAM AREA(ACRES) = 8.63
PEAK FLOW RATE(CFS) AT CONFLUENCE = 34.55
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 8.05 8.82 4.471 0.25( 0.22) 0.90 2.0 300.00
2 34.55 8.16 4.674 0.25( 0.22) 0.90 8.6 315.00

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 42.36 8.16 4.674 0.25( 0.22) 0.90 10.5 315.00
2 41.03 8.82 4.471 0.25( 0.22) 0.90 10.6 300.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 42.36 Tc(MIN.) = 8.16
EFFECTIVE AREA(ACRES) = 10.46 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 10.6
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 306.00 = 817.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 306.00 TO NODE 310.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 468.10 DOWNSTREAM(FEET) = 450.93 CHANNEL LENGTH THRU SUBAREA(FEET) = 828.00 CHANNEL SLOPE = 0.0207 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 3.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.321
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 5.79 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 53.04
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 11.52 AVERAGE FLOW DEPTH(FEET) = 1.24 TRAVEL TIME(MIN.) = 1.20 Tc(MIN.) = 9.36
SUBAREA AREA(ACRES) = 5.79 SUBAREA RUNOFF(CFS) = 21.34
EFFECTIVE AREA(ACRES) = 16.25 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 16.4 PEAK FLOW RATE(CFS) = 59.91
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.29 FLOW VELOCITY(FEET/SEC.) = 11.92
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 310.00 = 1645.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 310.00 TO NODE 325.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 446.99 DOWNSTREAM(FEET) = 442.15 FLOW LENGTH(FEET) = 949.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 30.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.99
ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 59.91
PIPE TRAVEL TIME(MIN.) = 1.98 Tc(MIN.) = 11.33
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 325.00 = 2594.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 310.00 TO NODE 325.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.33
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.871
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 10.81 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 10.81 SUBAREA RUNOFF(CFS) = 35.47 EFFECTIVE AREA(ACRES) = 27.06 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 27.2 PEAK FLOW RATE(CFS) = 88.81
**************************************************************************** FLOW PROCESS FROM NODE 325.00 TO NODE 330.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 442.15 DOWNSTREAM(FEET) = 435.30 FLOW LENGTH(FEET) = 1427.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 48.0 INCH PIPE IS 37.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.54
ESTIMATED PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 88.81
PIPE TRAVEL TIME(MIN.) = 2.78 Tc(MIN.) = 14.12
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 330.00 = 4021.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 325.00 TO NODE 330.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 14.12
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.413
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 15.23 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 15.23 SUBAREA RUNOFF(CFS) = 43.70 EFFECTIVE AREA(ACRES) = 42.29 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 42.4 PEAK FLOW RATE(CFS) = 121.36
**************************************************************************** FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 340.00 TO NODE 341.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 227.00
ELEVATION DATA: UPSTREAM(FEET) = 497.15 DOWNSTREAM(FEET) = 490.66 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.588
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.645
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.)

URBAN GOOD COVER
"TURF" - 0.64 0.25 0.900 98 12.59
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 1.97
TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 1.97
**************************************************************************** FLOW PROCESS FROM NODE 341.00 TO NODE 342.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 486.64 DOWNSTREAM(FEET) = 469.80 FLOW LENGTH(FEET) = 405.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.56
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.97
PIPE TRAVEL TIME(MIN.) = 0.89 Tc(MIN.) = 13.48
LONGEST FLOWPATH FROM NODE 340.00 TO NODE 342.00 = 632.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 341.00 TO NODE 342.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 13.48
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.505
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.68 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 1.68 SUBAREA RUNOFF(CFS) = 4.96
EFFECTIVE AREA(ACRES) = 2.32 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 2.3 PEAK FLOW RATE(CFS) = 6.85
**************************************************************************** FLOW PROCESS FROM NODE 342.00 TO NODE 342.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 13.48
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.505
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 2.86 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 2.86 SUBAREA RUNOFF(CFS) = 8.44
EFFECTIVE AREA(ACRES) = 5.18 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 5.2 PEAK FLOW RATE(CFS) = 15.29
**************************************************************************** FLOW PROCESS FROM NODE 342.00 TO NODE 345.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 469.80 DOWNSTREAM(FEET) = 466.71 FLOW LENGTH(FEET) = 424.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.53
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 15.29
PIPE TRAVEL TIME(MIN.) = 1.08 Tc(MIN.) = 14.56
LONGEST FLOWPATH FROM NODE 340.00 TO NODE 345.00 = 1056.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 342.00 TO NODE 345.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 14.56
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.353
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.76 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 1.76 SUBAREA RUNOFF(CFS) = 4.96
EFFECTIVE AREA(ACRES) = 6.94 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 6.9 PEAK FLOW RATE(CFS) = 19.54
**************************************************************************** FLOW PROCESS FROM NODE 345.00 TO NODE 350.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 466.71 DOWNSTREAM(FEET) = 460.61 FLOW LENGTH(FEET) = 1241.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 27.0 INCH PIPE IS 21.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.89
ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 19.54
PIPE TRAVEL TIME(MIN.) = 3.51 Tc(MIN.) = 18.07
LONGEST FLOWPATH FROM NODE 340.00 TO NODE 350.00 = 2297.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 345.00 TO NODE 350.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 18.07
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.963
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 4.17 0.25 0.900 -
USER-DEFINED - 9.20 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 13.37 SUBAREA RUNOFF(CFS) = 33.32 EFFECTIVE AREA(ACRES) = 20.31 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 20.3 PEAK FLOW RATE(CFS) = 50.42
**************************************************************************** FLOW PROCESS FROM NODE 350.00 TO NODE 350.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 18.07
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.963
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.36 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 1.36 SUBAREA RUNOFF(CFS) = 3.41
EFFECTIVE AREA(ACRES) = 21.67 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 21.7 PEAK FLOW RATE(CFS) = 53.83
**************************************************************************** FLOW PROCESS FROM NODE 350.00 TO NODE 330.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 460.61 DOWNSTREAM(FEET) = 435.30 FLOW LENGTH(FEET) = 431.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 27.0 INCH PIPE IS 17.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 19.68
ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 53.83
PIPE TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) = 18.44
LONGEST FLOWPATH FROM NODE 340.00 TO NODE 330.00 = 2728.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 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 53.83 18.44 2.929 0.23( 0.20) 0.90 21.7 340.00
LONGEST FLOWPATH FROM NODE 340.00 TO NODE 330.00 = 2728.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 121.36 14.12 3.413 0.25( 0.22) 0.90 42.3 315.00
2 118.29 14.81 3.322 0.25( 0.22) 0.90 42.4 300.00
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 330.00 = 4021.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 169.90 14.12 3.413 0.24( 0.22) 0.90 58.9 315.00
2 167.73 14.81 3.322 0.24( 0.22) 0.90 59.8 300.00
3 157.12 18.44 2.929 0.24( 0.22) 0.90 64.1 340.00
TOTAL AREA(ACRES) = 64.1
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 169.90 Tc(MIN.) = 14.119
EFFECTIVE AREA(ACRES) = 58.89 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 64.1
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 330.00 = 4021.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 330.00 TO NODE 330.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 330.00 TO NODE 331.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 435.30 DOWNSTREAM(FEET) = 435.08 FLOW LENGTH(FEET) = 45.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 60.0 INCH PIPE IS 48.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.03
ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 169.90
PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 14.19
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 331.00 = 4066.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 331.00 TO NODE 331.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 360.00 TO NODE 361.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00
ELEVATION DATA: UPSTREAM(FEET) = 642.10 DOWNSTREAM(FEET) = 554.86 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.371
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.317
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.)

URBAN GOOD COVER
"TURF" - 4.70 0.25 0.900 98 9.37
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 17.31
TOTAL AREA(ACRES) = 4.70 PEAK FLOW RATE(CFS) = 17.31
**************************************************************************** FLOW PROCESS FROM NODE 361.00 TO NODE 362.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 554.86 DOWNSTREAM(FEET) = 497.36 CHANNEL LENGTH THRU SUBAREA(FEET) = 346.00 CHANNEL SLOPE = 0.1662 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 3.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.244
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 3.17 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 23.04
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 20.43 AVERAGE FLOW DEPTH(FEET) = 0.61 TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 9.65
SUBAREA AREA(ACRES) = 3.17 SUBAREA RUNOFF(CFS) = 11.47
EFFECTIVE AREA(ACRES) = 7.87 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 7.9 PEAK FLOW RATE(CFS) = 28.47
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.66 FLOW VELOCITY(FEET/SEC.) = 21.73
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 362.00 = 676.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 362.00 TO NODE 365.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 494.42 DOWNSTREAM(FEET) = 490.67 FLOW LENGTH(FEET) = 749.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 22.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.64
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 28.47
PIPE TRAVEL TIME(MIN.) = 1.88 Tc(MIN.) = 11.53
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 365.00 = 1425.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 362.00 TO NODE 365.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.53
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.833
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 5.36 0.25 0.500 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 5.36 SUBAREA RUNOFF(CFS) = 17.89
EFFECTIVE AREA(ACRES) = 13.23 AREA-AVERAGED Fm(INCH/HR) = 0.18 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.74 TOTAL AREA(ACRES) = 13.2 PEAK FLOW RATE(CFS) = 43.44
**************************************************************************** FLOW PROCESS FROM NODE 365.00 TO NODE 376.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 490.67 DOWNSTREAM(FEET) = 479.26 FLOW LENGTH(FEET) = 253.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 18.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.51
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 43.44
PIPE TRAVEL TIME(MIN.) = 0.26 Tc(MIN.) = 11.79
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 376.00 = 1678.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 376.00 TO NODE 376.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 370.00 TO NODE 371.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 265.00
ELEVATION DATA: UPSTREAM(FEET) = 632.00 DOWNSTREAM(FEET) = 575.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.945
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.434
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.)

URBAN GOOD COVER
"TURF" - 0.74 0.25 0.900 98 8.94

URBAN GOOD COVER
"TURF" - 2.23 0.20 0.900 98 8.94
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 11.34
TOTAL AREA(ACRES) = 2.97 PEAK FLOW RATE(CFS) = 11.34
**************************************************************************** FLOW PROCESS FROM NODE 371.00 TO NODE 375.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 575.00 DOWNSTREAM(FEET) = 498.11 CHANNEL LENGTH THRU SUBAREA(FEET) = 285.00 CHANNEL SLOPE = 0.2698 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 3.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.374
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 2.37 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 15.77
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 22.30 AVERAGE FLOW DEPTH(FEET) = 0.49 TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 9.16
SUBAREA AREA(ACRES) = 2.37 SUBAREA RUNOFF(CFS) = 8.85
EFFECTIVE AREA(ACRES) = 5.34 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 5.3 PEAK FLOW RATE(CFS) = 20.03
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.53 FLOW VELOCITY(FEET/SEC.) = 23.66
LONGEST FLOWPATH FROM NODE 370.00 TO NODE 375.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 375.00 TO NODE 376.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 494.11 DOWNSTREAM(FEET) = 479.26 FLOW LENGTH(FEET) = 219.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.21
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 20.03
PIPE TRAVEL TIME(MIN.) = 0.23 Tc(MIN.) = 9.38
LONGEST FLOWPATH FROM NODE 370.00 TO NODE 376.00 = 769.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 376.00 TO NODE 376.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 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 20.03 9.38 4.314 0.23( 0.21) 0.90 5.3 370.00
LONGEST FLOWPATH FROM NODE 370.00 TO NODE 376.00 = 769.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 43.44 11.79 3.785 0.25( 0.18) 0.74 13.2 360.00
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 376.00 = 1678.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 59.69 9.38 4.314 0.24( 0.19) 0.79 15.9 370.00
2 60.90 11.79 3.785 0.24( 0.19) 0.78 18.6 360.00
TOTAL AREA(ACRES) = 18.6
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 60.90 Tc(MIN.) = 11.787
EFFECTIVE AREA(ACRES) = 18.57 AREA-AVERAGED Fm(INCH/HR) = 0.19 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.78 TOTAL AREA(ACRES) = 18.6
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 376.00 = 1678.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 376.00 TO NODE 376.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 376.00 TO NODE 380.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 479.26 DOWNSTREAM(FEET) = 456.49 FLOW LENGTH(FEET) = 508.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 27.0 INCH PIPE IS 21.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 17.83
ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 60.90
PIPE TRAVEL TIME(MIN.) = 0.47 Tc(MIN.) = 12.26
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 380.00 = 2186.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 380.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 381.00 TO NODE 382.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00
ELEVATION DATA: UPSTREAM(FEET) = 565.33 DOWNSTREAM(FEET) = 497.83 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.864
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.192
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.)

URBAN FAIR COVER
"TURF" - 0.16 0.25 0.900 98 9.86

URBAN FAIR COVER
"TURF" - 0.48 0.25 0.900 98 9.86
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 2.29
TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 2.29
**************************************************************************** FLOW PROCESS FROM NODE 382.00 TO NODE 380.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 492.83 DOWNSTREAM(FEET) = 456.49 FLOW LENGTH(FEET) = 1146.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.14
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.29
PIPE TRAVEL TIME(MIN.) = 2.67 Tc(MIN.) = 12.54
LONGEST FLOWPATH FROM NODE 381.00 TO NODE 380.00 = 1476.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 382.00 TO NODE 380.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 12.54
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.654
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 3.35 0.25 0.900 -
USER-DEFINED - 10.06 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 13.41 SUBAREA RUNOFF(CFS) = 41.38 EFFECTIVE AREA(ACRES) = 14.05 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 14.1 PEAK FLOW RATE(CFS) = 43.36
**************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 380.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 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 43.36 12.54 3.654 0.25( 0.22) 0.90 14.1 381.00
LONGEST FLOWPATH FROM NODE 381.00 TO NODE 380.00 = 1476.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 59.69 9.86 4.193 0.24( 0.19) 0.79 15.9 370.00
2 60.90 12.26 3.700 0.24( 0.19) 0.78 18.6 360.00
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 380.00 = 2186.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 99.15 9.86 4.193 0.25( 0.21) 0.84 26.9 370.00
2 103.88 12.26 3.700 0.25( 0.21) 0.83 32.3 360.00
3 103.44 12.54 3.654 0.25( 0.21) 0.83 32.6 381.00
TOTAL AREA(ACRES) = 32.6
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 103.88 Tc(MIN.) = 12.262
EFFECTIVE AREA(ACRES) = 32.31 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.83 TOTAL AREA(ACRES) = 32.6
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 380.00 = 2186.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 380.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 380.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 390.00 TO NODE 391.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00
ELEVATION DATA: UPSTREAM(FEET) = 625.16 DOWNSTREAM(FEET) = 567.79 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.190
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.115
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.)

URBAN GOOD COVER
"TURF" - 0.49 0.25 0.900 98 10.19

URBAN GOOD COVER
"TURF" - 1.48 0.20 0.900 98 10.19
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 6.96
TOTAL AREA(ACRES) = 1.97 PEAK FLOW RATE(CFS) = 6.96
**************************************************************************** FLOW PROCESS FROM NODE 391.00 TO NODE 392.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 567.79 DOWNSTREAM(FEET) = 463.11 CHANNEL LENGTH THRU SUBAREA(FEET) = 1332.00 CHANNEL SLOPE = 0.0786 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 3.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.745
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.30 0.25 0.900 -
USER-DEFINED - 0.91 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.89
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 12.19 AVERAGE FLOW DEPTH(FEET) = 0.49 TRAVEL TIME(MIN.) = 1.82 Tc(MIN.) = 12.01
SUBAREA AREA(ACRES) = 1.21 SUBAREA RUNOFF(CFS) = 3.87
EFFECTIVE AREA(ACRES) = 3.18 AREA-AVERAGED Fm(INCH/HR) = 0.19 AREA-AVERAGED Fp(INCH/HR) = 0.21 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 3.2 PEAK FLOW RATE(CFS) = 10.17
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.52 FLOW VELOCITY(FEET/SEC.) = 12.46
LONGEST FLOWPATH FROM NODE 390.00 TO NODE 392.00 = 1662.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 392.00 TO NODE 380.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 458.09 DOWNSTREAM(FEET) = 456.49 FLOW LENGTH(FEET) = 320.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 16.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.03
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.17
PIPE TRAVEL TIME(MIN.) = 1.06 Tc(MIN.) = 13.07
LONGEST FLOWPATH FROM NODE 390.00 TO NODE 380.00 = 1982.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 380.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 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 10.17 13.07 3.567 0.21( 0.19) 0.90 3.2 390.00
LONGEST FLOWPATH FROM NODE 390.00 TO NODE 380.00 = 1982.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 99.15 9.86 4.193 0.25( 0.21) 0.84 26.9 370.00
2 103.88 12.26 3.700 0.25( 0.21) 0.83 32.3 360.00
3 103.44 12.54 3.654 0.25( 0.21) 0.83 32.6 381.00
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 380.00 = 2186.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 108.24 9.86 4.193 0.24( 0.20) 0.84 29.3 370.00
2 113.80 12.26 3.700 0.24( 0.20) 0.84 35.3 360.00
3 113.45 12.54 3.654 0.24( 0.20) 0.84 35.7 381.00
4 111.03 13.07 3.567 0.24( 0.20) 0.84 35.8 390.00
TOTAL AREA(ACRES) = 35.8
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 113.80 Tc(MIN.) = 12.262
EFFECTIVE AREA(ACRES) = 35.29 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.84 TOTAL AREA(ACRES) = 35.8
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 380.00 = 2186.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 380.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 331.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 456.49 DOWNSTREAM(FEET) = 435.08 FLOW LENGTH(FEET) = 774.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 39.0 INCH PIPE IS 28.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 17.70
ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 113.80
PIPE TRAVEL TIME(MIN.) = 0.73 Tc(MIN.) = 12.99
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 331.00 = 2960.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 380.00 TO NODE 331.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 12.99
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.580
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 13.14 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 13.14 SUBAREA RUNOFF(CFS) = 40.21 EFFECTIVE AREA(ACRES) = 48.43 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.86 TOTAL AREA(ACRES) = 48.9 PEAK FLOW RATE(CFS) = 147.45
**************************************************************************** FLOW PROCESS FROM NODE 331.00 TO NODE 331.00 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
1 146.26 10.59 4.024 0.23( 0.20) 0.86 42.5 370.00
2 147.45 12.99 3.580 0.23( 0.20) 0.86 48.4 360.00
3 146.71 13.27 3.537 0.23( 0.20) 0.86 48.8 381.00
4 143.60 13.80 3.458 0.23( 0.20) 0.86 48.9 390.00
LONGEST FLOWPATH FROM NODE 360.00 TO NODE 331.00 = 2960.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 169.90 14.19 3.403 0.24( 0.22) 0.90 58.9 315.00
2 167.73 14.88 3.312 0.24( 0.22) 0.90 59.8 300.00
3 157.12 18.51 2.922 0.24( 0.22) 0.90 64.1 340.00
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 331.00 = 4066.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 297.79 10.59 4.024 0.24( 0.21) 0.88 86.4 370.00
2 311.60 12.99 3.580 0.24( 0.21) 0.88 102.3 360.00
3 312.21 13.27 3.537 0.24( 0.21) 0.88 103.9 381.00
4 311.67 13.80 3.458 0.24( 0.21) 0.88 106.2 390.00
5 311.08 14.19 3.403 0.24( 0.21) 0.88 107.8 315.00
6 304.91 14.88 3.312 0.24( 0.21) 0.88 108.8 300.00
7 277.14 18.51 2.922 0.24( 0.21) 0.88 113.1 340.00
TOTAL AREA(ACRES) = 113.1
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 312.21 Tc(MIN.) = 13.267
EFFECTIVE AREA(ACRES) = 103.85 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.88 TOTAL AREA(ACRES) = 113.1
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 331.00 = 4066.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 331.00 TO NODE 331.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 331.00 TO NODE 335.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 435.08 DOWNSTREAM(FEET) = 433.92 FLOW LENGTH(FEET) = 558.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 90.0 INCH PIPE IS 69.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.55
ESTIMATED PIPE DIAMETER(INCH) = 90.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 312.21
PIPE TRAVEL TIME(MIN.) = 1.09 Tc(MIN.) = 14.35
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 335.00 = 4624.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 335.00 TO NODE 470.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 433.92 DOWNSTREAM(FEET) = 433.02 FLOW LENGTH(FEET) = 181.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 75.0 INCH PIPE IS 60.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.74
ESTIMATED PIPE DIAMETER(INCH) = 75.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 312.21
PIPE TRAVEL TIME(MIN.) = 0.26 Tc(MIN.) = 14.61
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 470.00 = 4805.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 470.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 317.00
ELEVATION DATA: UPSTREAM(FEET) = 867.54 DOWNSTREAM(FEET) = 751.33 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.638
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.523
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.)

URBAN GOOD COVER
"TURF" - 1.07 0.25 0.900 98 8.64

URBAN GOOD COVER
"TURF" - 0.39 0.20 0.900 98 8.64
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 5.66
TOTAL AREA(ACRES) = 1.46 PEAK FLOW RATE(CFS) = 5.66
**************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 405.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 751.33 DOWNSTREAM(FEET) = 659.95 CHANNEL LENGTH THRU SUBAREA(FEET) = 250.00 CHANNEL SLOPE = 0.3655 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.474
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 2.37 0.25 0.900 -
USER-DEFINED - 0.83 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 11.80
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 25.04 AVERAGE FLOW DEPTH(FEET) = 0.49 TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 8.80
SUBAREA AREA(ACRES) = 3.20 SUBAREA RUNOFF(CFS) = 12.27
EFFECTIVE AREA(ACRES) = 4.66 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 17.87
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.57 FLOW VELOCITY(FEET/SEC.) = 27.75
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 405.00 = 567.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 410.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 659.95 DOWNSTREAM(FEET) = 651.65 FLOW LENGTH(FEET) = 407.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.98
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 17.87
PIPE TRAVEL TIME(MIN.) = 0.68 Tc(MIN.) = 9.48
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 410.00 = 974.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 405.00 TO NODE 410.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 9.48
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.288
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 9.62 0.25 0.900 -
USER-DEFINED - 1.07 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 10.69 SUBAREA RUNOFF(CFS) = 39.13 EFFECTIVE AREA(ACRES) = 15.35 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 15.3 PEAK FLOW RATE(CFS) = 56.22
**************************************************************************** FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 651.65 DOWNSTREAM(FEET) = 637.56 FLOW LENGTH(FEET) = 1467.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.94
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 56.22
PIPE TRAVEL TIME(MIN.) = 2.46 Tc(MIN.) = 11.94
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 411.00 = 2441.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 410.00 TO NODE 411.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.94
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.757
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 19.62 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 19.62 SUBAREA RUNOFF(CFS) = 62.36 EFFECTIVE AREA(ACRES) = 34.97 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 35.0 PEAK FLOW RATE(CFS) = 111.25
**************************************************************************** FLOW PROCESS FROM NODE 411.00 TO NODE 415.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 637.56 DOWNSTREAM(FEET) = 631.33 FLOW LENGTH(FEET) = 613.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 35.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.93
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 111.25
PIPE TRAVEL TIME(MIN.) = 0.86 Tc(MIN.) = 12.80
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 415.00 = 3054.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 411.00 TO NODE 415.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 12.80
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.610
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 8.67 0.25 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 8.67 SUBAREA RUNOFF(CFS) = 26.42
EFFECTIVE AREA(ACRES) = 43.64 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 43.6 PEAK FLOW RATE(CFS) = 133.07
**************************************************************************** FLOW PROCESS FROM NODE 415.00 TO NODE 420.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 631.33 DOWNSTREAM(FEET) = 613.71 FLOW LENGTH(FEET) = 1783.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 48.0 INCH PIPE IS 38.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.29
ESTIMATED PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 133.07
PIPE TRAVEL TIME(MIN.) = 2.42 Tc(MIN.) = 15.22
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 420.00 = 4837.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 415.00 TO NODE 420.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 15.22
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.270
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.38 0.40 0.900 -
USER-DEFINED - 26.21 0.25 0.900 -
USER-DEFINED - 11.39 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 37.98 SUBAREA RUNOFF(CFS) = 104.49 EFFECTIVE AREA(ACRES) = 81.62 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 81.6 PEAK FLOW RATE(CFS) = 224.17
**************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 420.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 425.00 TO NODE 426.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00
ELEVATION DATA: UPSTREAM(FEET) = 865.54 DOWNSTREAM(FEET) = 751.02 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.212
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.656
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.)

URBAN GOOD COVER
"TURF" - 0.61 0.25 0.900 98 8.21

URBAN GOOD COVER
"TURF" - 0.27 0.20 0.900 98 8.21
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA RUNOFF(CFS) = 3.52
TOTAL AREA(ACRES) = 0.88 PEAK FLOW RATE(CFS) = 3.52
**************************************************************************** FLOW PROCESS FROM NODE 426.00 TO NODE 430.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 751.02 DOWNSTREAM(FEET) = 655.76 CHANNEL LENGTH THRU SUBAREA(FEET) = 251.00 CHANNEL SLOPE = 0.3795 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.000
MANNING'S FACTOR = 0.013 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.599
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.85 0.25 0.900 -
USER-DEFINED - 0.66 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.47
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 23.52 AVERAGE FLOW DEPTH(FEET) = 0.42 TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 8.39
SUBAREA AREA(ACRES) = 2.51 SUBAREA RUNOFF(CFS) = 9.91
EFFECTIVE AREA(ACRES) = 3.39 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 3.4 PEAK FLOW RATE(CFS) = 13.38
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.51 FLOW VELOCITY(FEET/SEC.) = 26.10
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 430.00 = 541.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 435.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 655.76 DOWNSTREAM(FEET) = 625.08 FLOW LENGTH(FEET) = 1326.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.68
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 13.38
PIPE TRAVEL TIME(MIN.) = 2.28 Tc(MIN.) = 10.67
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 435.00 = 1867.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 430.00 TO NODE 435.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 10.67
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.007
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 14.67 0.25 0.900 -
USER-DEFINED - 6.92 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 21.59 SUBAREA RUNOFF(CFS) = 73.77 EFFECTIVE AREA(ACRES) = 24.98 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 25.0 PEAK FLOW RATE(CFS) = 85.35
**************************************************************************** FLOW PROCESS FROM NODE 435.00 TO NODE 420.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 625.08 DOWNSTREAM(FEET) = 613.71 FLOW LENGTH(FEET) = 604.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 29.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 14.00
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 85.35
PIPE TRAVEL TIME(MIN.) = 0.72 Tc(MIN.) = 11.39
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 420.00 = 2471.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 435.00 TO NODE 420.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.39
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.860
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.25 0.40 0.100 -
USER-DEFINED - 0.23 0.25 0.100 -
USER-DEFINED - 1.32 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.80 SUBAREA RUNOFF(CFS) = 6.22
EFFECTIVE AREA(ACRES) = 26.78 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.85 TOTAL AREA(ACRES) = 26.8 PEAK FLOW RATE(CFS) = 88.26
**************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 420.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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 88.26 11.39 3.860 0.23( 0.20) 0.85 26.8 425.00
LONGEST FLOWPATH FROM NODE 425.00 TO NODE 420.00 = 2471.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 224.17 15.22 3.270 0.24( 0.22) 0.90 81.6 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 420.00 = 4837.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 288.51 11.39 3.860 0.24( 0.21) 0.88 87.9 425.00
2 298.20 15.22 3.270 0.24( 0.21) 0.89 108.4 400.00
TOTAL AREA(ACRES) = 108.4
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 298.20 Tc(MIN.) = 15.219
EFFECTIVE AREA(ACRES) = 108.40 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.89 TOTAL AREA(ACRES) = 108.4
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 420.00 = 4837.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 420.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 455.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 613.71 DOWNSTREAM(FEET) = 607.29 FLOW LENGTH(FEET) = 511.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 63.0 INCH PIPE IS 48.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.57
ESTIMATED PIPE DIAMETER(INCH) = 63.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 298.20
PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 15.73
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 455.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 15.73
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.208
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.30 0.40 0.100 -
USER-DEFINED - 0.03 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.33 SUBAREA RUNOFF(CFS) = 3.79
EFFECTIVE AREA(ACRES) = 109.73 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 0.88 TOTAL AREA(ACRES) = 109.7 PEAK FLOW RATE(CFS) = 298.20
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 319.00
ELEVATION DATA: UPSTREAM(FEET) = 940.00 DOWNSTREAM(FEET) = 830.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.519
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.315
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
"BARREN" D 0.19 0.20 1.000 98 6.52

NATURAL POOR COVER
"BARREN" C 1.12 0.25 1.000 98 6.52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.24
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 5.98
TOTAL AREA(ACRES) = 1.31 PEAK FLOW RATE(CFS) = 5.98
**************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 830.00 DOWNSTREAM(FEET) = 671.81 CHANNEL LENGTH THRU SUBAREA(FEET) = 453.00 CHANNEL SLOPE = 0.3492 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.054
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
"BARREN" C 0.06 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 2.49 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 11.55
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 12.59 AVERAGE FLOW DEPTH(FEET) = 0.61 TRAVEL TIME(MIN.) = 0.60 Tc(MIN.) = 7.12
SUBAREA AREA(ACRES) = 2.55 SUBAREA RUNOFF(CFS) = 11.14
EFFECTIVE AREA(ACRES) = 3.86 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 3.9 PEAK FLOW RATE(CFS) = 16.81
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.70 FLOW VELOCITY(FEET/SEC.) = 13.83
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 772.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 20.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 671.81 DOWNSTREAM(FEET) = 647.83 FLOW LENGTH(FEET) = 118.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 23.61
ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 16.81
PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 7.20
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 20.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 178.00
ELEVATION DATA: UPSTREAM(FEET) = 1058.19 DOWNSTREAM(FEET) = 984.25 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187
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
"BARREN" C 2.11 0.25 1.000 98 5.00
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 11.27
TOTAL AREA(ACRES) = 2.11 PEAK FLOW RATE(CFS) = 11.27
**************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 984.25 DOWNSTREAM(FEET) = 669.90 CHANNEL LENGTH THRU SUBAREA(FEET) = 1335.00 CHANNEL SLOPE = 0.2355 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.371
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
"BARREN" C 11.50 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 6.24 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 52.43
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 15.88 AVERAGE FLOW DEPTH(FEET) = 1.15 TRAVEL TIME(MIN.) = 1.40 Tc(MIN.) = 6.40
SUBAREA AREA(ACRES) = 17.74 SUBAREA RUNOFF(CFS) = 82.04 EFFECTIVE AREA(ACRES) = 19.85 AREA-AVERAGED Fm(INCH/HR) = 0.23 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 19.9 PEAK FLOW RATE(CFS) = 91.76
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.42 FLOW VELOCITY(FEET/SEC.) = 18.15
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 15.00 = 1513.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 20.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 669.90 DOWNSTREAM(FEET) = 647.83 FLOW LENGTH(FEET) = 119.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 19.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 33.54
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 91.76
PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 6.46
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 20.00 = 1632.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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 91.76 6.46 5.342 0.23( 0.23) 1.00 19.9 13.00
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 20.00 = 1632.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 16.81 7.20 5.020 0.22( 0.22) 1.00 3.9 10.00
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 20.00 = 890.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 107.85 6.46 5.342 0.23( 0.23) 1.00 23.3 13.00
2 102.78 7.20 5.020 0.23( 0.23) 1.00 23.7 10.00
TOTAL AREA(ACRES) = 23.7
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 107.85 Tc(MIN.) = 6.460
EFFECTIVE AREA(ACRES) = 23.31 AREA-AVERAGED Fm(INCH/HR) = 0.23 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 23.7
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 20.00 = 1632.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 30.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 647.83 DOWNSTREAM(FEET) = 624.60 FLOW LENGTH(FEET) = 767.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 28.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 17.76
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 107.85
PIPE TRAVEL TIME(MIN.) = 0.72 Tc(MIN.) = 7.18
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 30.00 = 2399.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 30.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 7.18
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.029
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.91 0.25 0.900 -
USER-DEFINED - 0.91 0.20 0.900 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.900
SUBAREA AREA(ACRES) = 1.82 SUBAREA RUNOFF(CFS) = 7.91
EFFECTIVE AREA(ACRES) = 25.13 AREA-AVERAGED Fm(INCH/HR) = 0.23 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.99 TOTAL AREA(ACRES) = 25.5 PEAK FLOW RATE(CFS) = 108.55
**************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 30.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 239.00
ELEVATION DATA: UPSTREAM(FEET) = 1140.97 DOWNSTREAM(FEET) = 1082.68 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.224
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.458
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
"BARREN" D 1.26 0.20 1.000 98 6.22
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 5.96
TOTAL AREA(ACRES) = 1.26 PEAK FLOW RATE(CFS) = 5.96
**************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 25.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 1082.68 DOWNSTREAM(FEET) = 706.33 CHANNEL LENGTH THRU SUBAREA(FEET) = 1409.00 CHANNEL SLOPE = 0.2671 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.817
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
"BARREN" C 1.62 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 14.57 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 39.66
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 15.49 AVERAGE FLOW DEPTH(FEET) = 1.01 TRAVEL TIME(MIN.) = 1.52 Tc(MIN.) = 7.74
SUBAREA AREA(ACRES) = 16.19 SUBAREA RUNOFF(CFS) = 67.20 EFFECTIVE AREA(ACRES) = 17.45 AREA-AVERAGED Fm(INCH/HR) = 0.20 AREA-AVERAGED Fp(INCH/HR) = 0.20 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 17.5 PEAK FLOW RATE(CFS) = 72.44
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.27 FLOW VELOCITY(FEET/SEC.) = 17.98
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 25.00 = 1648.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 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.) = 7.74
RAINFALL INTENSITY(INCH/HR) = 4.82
AREA-AVERAGED Fm(INCH/HR) = 0.20
AREA-AVERAGED Fp(INCH/HR) = 0.20
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 17.45
TOTAL STREAM AREA(ACRES) = 17.45
PEAK FLOW RATE(CFS) AT CONFLUENCE = 72.44
**************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 273.00
ELEVATION DATA: UPSTREAM(FEET) = 1101.23 DOWNSTREAM(FEET) = 1025.31 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.394
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.374
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
"BARREN" C 2.34 0.25 1.000 98 6.39

NATURAL POOR COVER
"BARREN" D 3.50 0.20 1.000 98 6.39
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 27.09
TOTAL AREA(ACRES) = 5.84 PEAK FLOW RATE(CFS) = 27.09
**************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 1025.31 DOWNSTREAM(FEET) = 706.33 CHANNEL LENGTH THRU SUBAREA(FEET) = 1345.00 CHANNEL SLOPE = 0.2372 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.817
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
"BARREN" C 8.55 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 8.56 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 62.50
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 16.65 AVERAGE FLOW DEPTH(FEET) = 1.23 TRAVEL TIME(MIN.) = 1.35 Tc(MIN.) = 7.74
SUBAREA AREA(ACRES) = 17.11 SUBAREA RUNOFF(CFS) = 70.71 EFFECTIVE AREA(ACRES) = 22.95 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 23.0 PEAK FLOW RATE(CFS) = 94.87
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.44 FLOW VELOCITY(FEET/SEC.) = 18.37
LONGEST FLOWPATH FROM NODE 23.00 TO NODE 25.00 = 1618.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 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.) = 7.74
RAINFALL INTENSITY(INCH/HR) = 4.82
AREA-AVERAGED Fm(INCH/HR) = 0.22
AREA-AVERAGED Fp(INCH/HR) = 0.22
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 22.95
TOTAL STREAM AREA(ACRES) = 22.95
PEAK FLOW RATE(CFS) AT CONFLUENCE = 94.87
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 72.44 7.74 4.817 0.20( 0.20) 1.00 17.5 21.00
2 94.87 7.74 4.817 0.22( 0.22) 1.00 23.0 23.00

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
1 167.30 7.74 4.817 0.22( 0.22) 1.00 40.4 21.00
2 167.30 7.74 4.817 0.22( 0.22) 1.00 40.4 23.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 167.30 Tc(MIN.) = 7.74
EFFECTIVE AREA(ACRES) = 40.40 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 40.4
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 25.00 = 1648.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 28.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 706.33 DOWNSTREAM(FEET) = 638.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 1254.00 CHANNEL SLOPE = 0.0545 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.314
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
"BARREN" C 8.68 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 7.10 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 196.33 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 12.72 AVERAGE FLOW DEPTH(FEET) = 2.48 TRAVEL TIME(MIN.) = 1.64 Tc(MIN.) = 9.38
SUBAREA AREA(ACRES) = 15.78 SUBAREA RUNOFF(CFS) = 58.04 EFFECTIVE AREA(ACRES) = 56.18 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 56.2 PEAK FLOW RATE(CFS) = 207.05
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 2.54 FLOW VELOCITY(FEET/SEC.) = 12.88
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 28.00 = 2902.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 28.00 TO NODE 28.00 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.) = 9.38
RAINFALL INTENSITY(INCH/HR) = 4.31
AREA-AVERAGED Fm(INCH/HR) = 0.22
AREA-AVERAGED Fp(INCH/HR) = 0.22
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 56.18
TOTAL STREAM AREA(ACRES) = 56.18
PEAK FLOW RATE(CFS) AT CONFLUENCE = 207.05
**************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 180.00
ELEVATION DATA: UPSTREAM(FEET) = 730.00 DOWNSTREAM(FEET) = 692.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.720
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.728
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
"BARREN" C 0.56 0.25 1.000 98 5.72
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 2.76
TOTAL AREA(ACRES) = 0.56 PEAK FLOW RATE(CFS) = 2.76
**************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 28.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 692.00 DOWNSTREAM(FEET) = 638.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 352.00 CHANNEL SLOPE = 0.1534 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.337
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
"BARREN" C 1.34 0.25 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.83
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 7.81 AVERAGE FLOW DEPTH(FEET) = 0.55 TRAVEL TIME(MIN.) = 0.75 Tc(MIN.) = 6.47
SUBAREA AREA(ACRES) = 1.34 SUBAREA RUNOFF(CFS) = 6.14
EFFECTIVE AREA(ACRES) = 1.90 AREA-AVERAGED Fm(INCH/HR) = 0.25 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 1.9 PEAK FLOW RATE(CFS) = 8.70
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.64 FLOW VELOCITY(FEET/SEC.) = 8.60
LONGEST FLOWPATH FROM NODE 26.00 TO NODE 28.00 = 532.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 28.00 TO NODE 28.00 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.) = 6.47
RAINFALL INTENSITY(INCH/HR) = 5.34
AREA-AVERAGED Fm(INCH/HR) = 0.25
AREA-AVERAGED Fp(INCH/HR) = 0.25
AREA-AVERAGED Ap = 1.00
EFFECTIVE STREAM AREA(ACRES) = 1.90
TOTAL STREAM AREA(ACRES) = 1.90
PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.70
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 207.05 9.38 4.314 0.22( 0.22) 1.00 56.2 21.00
1 207.04 9.38 4.314 0.22( 0.22) 1.00 56.2 23.00
2 8.70 6.47 5.337 0.25( 0.25) 1.00 1.9 26.00

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
1 187.18 6.47 5.337 0.22( 0.22) 1.00 40.6 26.00
2 214.00 9.38 4.314 0.22( 0.22) 1.00 58.1 21.00
3 213.99 9.38 4.314 0.22( 0.22) 1.00 58.1 23.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 214.00 Tc(MIN.) = 9.38
EFFECTIVE AREA(ACRES) = 58.08 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 58.1
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 28.00 = 2902.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 28.00 TO NODE 30.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 638.00 DOWNSTREAM(FEET) = 624.60 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 39.0 INCH PIPE IS 28.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 32.98
ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 214.00
PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 9.45
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 30.00 = 3042.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 30.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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
1 187.18 6.54 5.303 0.22( 0.22) 1.00 40.6 26.00
2 214.00 9.45 4.295 0.22( 0.22) 1.00 58.1 21.00
3 213.99 9.45 4.295 0.22( 0.22) 1.00 58.1 23.00
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 30.00 = 3042.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 108.55 7.18 5.029 0.23( 0.23) 0.99 25.1 13.00
2 103.94 7.92 4.753 0.23( 0.23) 0.99 25.5 10.00
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 30.00 = 2399.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 291.78 6.54 5.303 0.22( 0.22) 1.00 63.6 26.00
2 301.60 7.18 5.029 0.22( 0.22) 1.00 69.6 13.00
3 303.83 7.92 4.753 0.22( 0.22) 1.00 74.4 10.00
4 307.43 9.45 4.295 0.22( 0.22) 1.00 83.6 21.00
5 307.42 9.45 4.295 0.22( 0.22) 1.00 83.6 23.00
TOTAL AREA(ACRES) = 83.6
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 307.43 Tc(MIN.) = 9.453
EFFECTIVE AREA(ACRES) = 83.61 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 83.6
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 30.00 = 3042.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 30.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 624.60 DOWNSTREAM(FEET) = 617.67 FLOW LENGTH(FEET) = 200.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 54.0 INCH PIPE IS 39.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 24.66
ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 307.43
PIPE TRAVEL TIME(MIN.) = 0.14 Tc(MIN.) = 9.59
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 40.00 = 3242.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 32.00 TO NODE 34.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 159.00
ELEVATION DATA: UPSTREAM(FEET) = 682.00 DOWNSTREAM(FEET) = 632.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.026
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.169
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
"BARREN" C 0.18 0.25 1.000 98 5.03

NATURAL POOR COVER
"BARREN" D 0.19 0.20 1.000 98 5.03
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.22
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 1.98
TOTAL AREA(ACRES) = 0.37 PEAK FLOW RATE(CFS) = 1.98
**************************************************************************** FLOW PROCESS FROM NODE 34.00 TO NODE 40.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 632.00 DOWNSTREAM(FEET) = 617.67 FLOW LENGTH(FEET) = 123.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.99
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 1.98
PIPE TRAVEL TIME(MIN.) = 0.19 Tc(MIN.) = 5.21
LONGEST FLOWPATH FROM NODE 32.00 TO NODE 40.00 = 282.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 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 1.98 5.21 6.042 0.22( 0.22) 1.00 0.4 32.00
LONGEST FLOWPATH FROM NODE 32.00 TO NODE 40.00 = 282.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 291.78 6.68 5.239 0.22( 0.22) 1.00 63.6 26.00
2 301.60 7.32 4.975 0.22( 0.22) 1.00 69.6 13.00
3 303.83 8.06 4.707 0.22( 0.22) 1.00 74.4 10.00
4 307.43 9.59 4.261 0.22( 0.22) 1.00 83.6 21.00
5 307.42 9.59 4.260 0.22( 0.22) 1.00 83.6 23.00
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 40.00 = 3242.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 265.92 5.21 6.042 0.22( 0.22) 1.00 49.9 32.00
2 293.49 6.68 5.239 0.22( 0.22) 1.00 63.9 26.00
3 303.21 7.32 4.975 0.22( 0.22) 1.00 70.0 13.00
4 305.36 8.06 4.707 0.22( 0.22) 1.00 74.8 10.00
5 308.80 9.59 4.261 0.22( 0.22) 1.00 84.0 21.00
6 308.79 9.59 4.260 0.22( 0.22) 1.00 84.0 23.00
TOTAL AREA(ACRES) = 84.0
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 308.80 Tc(MIN.) = 9.588
EFFECTIVE AREA(ACRES) = 83.98 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 84.0
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 40.00 = 3242.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 455.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 617.67 DOWNSTREAM(FEET) = 607.29 FLOW LENGTH(FEET) = 914.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 49.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.19
ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 308.80
PIPE TRAVEL TIME(MIN.) = 0.94 Tc(MIN.) = 10.53
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 455.00 = 4156.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 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
1 265.92 6.19 5.477 0.22( 0.22) 1.00 49.9 32.00
2 293.49 7.65 4.850 0.22( 0.22) 1.00 63.9 26.00
3 303.21 8.26 4.641 0.22( 0.22) 1.00 70.0 13.00
4 305.36 9.00 4.418 0.22( 0.22) 1.00 74.8 10.00
5 308.80 10.53 4.038 0.22( 0.22) 1.00 84.0 21.00
6 308.79 10.53 4.038 0.22( 0.22) 1.00 84.0 23.00
LONGEST FLOWPATH FROM NODE 21.00 TO NODE 455.00 = 4156.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 288.51 11.91 3.763 0.24( 0.21) 0.87 89.2 425.00
2 298.20 15.73 3.208 0.24( 0.21) 0.88 109.7 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 488.08 6.19 5.477 0.23( 0.22) 0.94 96.3 32.00
2 535.47 7.65 4.850 0.23( 0.22) 0.94 121.2 26.00
3 552.75 8.26 4.641 0.23( 0.22) 0.94 131.8 13.00
4 563.61 9.00 4.418 0.23( 0.22) 0.94 142.2 10.00
5 583.65 10.53 4.038 0.23( 0.22) 0.94 162.9 21.00
6 583.65 10.53 4.038 0.23( 0.22) 0.94 162.9 23.00
7 575.08 11.91 3.763 0.23( 0.22) 0.93 173.2 425.00
8 539.83 15.73 3.208 0.23( 0.22) 0.93 193.7 400.00
TOTAL AREA(ACRES) = 193.7
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 583.65 Tc(MIN.) = 10.530
EFFECTIVE AREA(ACRES) = 162.87 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.94 TOTAL AREA(ACRES) = 193.7
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 329.00
ELEVATION DATA: UPSTREAM(FEET) = 860.00 DOWNSTREAM(FEET) = 715.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.284
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.428
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
"BARREN" C 2.22 0.25 1.000 98 6.28

NATURAL POOR COVER
"BARREN" D 1.21 0.20 1.000 98 6.28
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.23
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 16.04
TOTAL AREA(ACRES) = 3.43 PEAK FLOW RATE(CFS) = 16.04
**************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 43.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 715.00 DOWNSTREAM(FEET) = 640.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 581.00 CHANNEL SLOPE = 0.1291 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.031
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
"BARREN" C 0.75 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 5.02 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 28.57
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 10.87 AVERAGE FLOW DEPTH(FEET) = 1.03 TRAVEL TIME(MIN.) = 0.89 Tc(MIN.) = 7.17
SUBAREA AREA(ACRES) = 5.77 SUBAREA RUNOFF(CFS) = 25.05
EFFECTIVE AREA(ACRES) = 9.20 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.22 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 9.2 PEAK FLOW RATE(CFS) = 39.87
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.16 FLOW VELOCITY(FEET/SEC.) = 11.80
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 43.00 = 910.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 44.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 640.00 DOWNSTREAM(FEET) = 630.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 452.00 CHANNEL SLOPE = 0.0221 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.625
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
"BARREN" A 1.26 0.40 1.000 93

NATURAL POOR COVER
"BARREN" C 4.83 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 2.48 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.26
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 56.72
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 6.64 AVERAGE FLOW DEPTH(FEET) = 1.85 TRAVEL TIME(MIN.) = 1.14 Tc(MIN.) = 8.31
SUBAREA AREA(ACRES) = 8.57 SUBAREA RUNOFF(CFS) = 33.68
EFFECTIVE AREA(ACRES) = 17.77 AREA-AVERAGED Fm(INCH/HR) = 0.24 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 17.8 PEAK FLOW RATE(CFS) = 70.19
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 2.00 FLOW VELOCITY(FEET/SEC.) = 7.01
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 44.00 = 1362.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 44.00 TO NODE 45.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 630.00 DOWNSTREAM(FEET) = 611.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 495.00 CHANNEL SLOPE = 0.0380 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.347
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
"BARREN" A 0.52 0.40 1.000 93

NATURAL POOR COVER
"BARREN" C 1.76 0.25 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.28
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 74.36
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 8.70 AVERAGE FLOW DEPTH(FEET) = 1.85 TRAVEL TIME(MIN.) = 0.95 Tc(MIN.) = 9.26
SUBAREA AREA(ACRES) = 2.28 SUBAREA RUNOFF(CFS) = 8.34
EFFECTIVE AREA(ACRES) = 20.05 AREA-AVERAGED Fm(INCH/HR) = 0.24 AREA-AVERAGED Fp(INCH/HR) = 0.24 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 20.1 PEAK FLOW RATE(CFS) = 74.08
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.84 FLOW VELOCITY(FEET/SEC.) = 8.72
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 45.00 = 1857.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 455.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 611.20 DOWNSTREAM(FEET) = 607.29 FLOW LENGTH(FEET) = 172.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 14.52
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 74.08
PIPE TRAVEL TIME(MIN.) = 0.20 Tc(MIN.) = 9.46
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 455.00 = 2029.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 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 74.08 9.46 4.295 0.24( 0.24) 1.00 20.1 41.00
LONGEST FLOWPATH FROM NODE 41.00 TO NODE 455.00 = 2029.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 488.08 6.19 5.477 0.23( 0.22) 0.94 96.3 32.00
2 535.47 7.65 4.850 0.23( 0.22) 0.94 121.2 26.00
3 552.75 8.26 4.641 0.23( 0.22) 0.94 131.8 13.00
4 563.61 9.00 4.418 0.23( 0.22) 0.94 142.2 10.00
5 583.65 10.53 4.038 0.23( 0.22) 0.94 162.9 21.00
6 583.65 10.53 4.038 0.23( 0.22) 0.94 162.9 23.00
7 575.08 11.91 3.763 0.23( 0.22) 0.93 173.2 425.00
8 539.83 15.73 3.208 0.23( 0.22) 0.93 193.7 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 550.68 6.19 5.477 0.23( 0.22) 0.94 109.4 32.00
2 603.60 7.65 4.850 0.23( 0.22) 0.95 137.4 26.00
3 622.99 8.26 4.641 0.23( 0.22) 0.95 149.3 13.00
4 636.28 9.00 4.418 0.23( 0.22) 0.95 161.3 10.00
5 643.65 9.46 4.295 0.23( 0.22) 0.95 168.4 41.00
6 653.04 10.53 4.038 0.23( 0.22) 0.94 182.9 21.00
7 653.04 10.53 4.038 0.23( 0.22) 0.94 182.9 23.00
8 639.45 11.91 3.763 0.23( 0.22) 0.94 193.2 425.00
9 594.04 15.73 3.208 0.23( 0.22) 0.94 213.8 400.00
TOTAL AREA(ACRES) = 213.8
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 653.04 Tc(MIN.) = 10.529
EFFECTIVE AREA(ACRES) = 182.91 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.94 TOTAL AREA(ACRES) = 213.8
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 455.00 = 5348.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 460.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 607.29 DOWNSTREAM(FEET) = 503.97 FLOW LENGTH(FEET) = 1400.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 60.0 INCH PIPE IS 47.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 38.95
ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 653.04
PIPE TRAVEL TIME(MIN.) = 0.60 Tc(MIN.) = 11.13
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 460.00 = 6748.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 460.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.13
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.912
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 0.24 0.40 0.100 -
USER-DEFINED - 3.80 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 4.04 SUBAREA RUNOFF(CFS) = 14.15
EFFECTIVE AREA(ACRES) = 186.95 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.93 TOTAL AREA(ACRES) = 217.8 PEAK FLOW RATE(CFS) = 653.04
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 465.00 TO NODE 460.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.13
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.912
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
"BARREN" A 1.64 0.40 1.000 93

NATURAL POOR COVER
"BARREN" D 2.45 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.28
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA AREA(ACRES) = 4.09 SUBAREA RUNOFF(CFS) = 13.37
EFFECTIVE AREA(ACRES) = 191.04 AREA-AVERAGED Fm(INCH/HR) = 0.22 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.93 TOTAL AREA(ACRES) = 221.9 PEAK FLOW RATE(CFS) = 653.04
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 460.00 TO NODE 470.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 503.97 DOWNSTREAM(FEET) = 444.42 FLOW LENGTH(FEET) = 1182.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 49.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 34.12
ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 653.04
PIPE TRAVEL TIME(MIN.) = 0.58 Tc(MIN.) = 11.71
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 470.00 = 7930.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 460.00 TO NODE 470.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 11.71
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.800
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 3.53 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 3.53 SUBAREA RUNOFF(CFS) = 12.01
EFFECTIVE AREA(ACRES) = 194.57 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.91 TOTAL AREA(ACRES) = 225.4 PEAK FLOW RATE(CFS) = 653.04
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 470.00 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
1 550.68 7.42 4.935 0.23( 0.21) 0.89 121.1 32.00
2 603.60 8.84 4.462 0.23( 0.21) 0.90 149.1 26.00
3 622.99 9.45 4.296 0.23( 0.21) 0.91 161.0 13.00
4 636.28 10.18 4.117 0.23( 0.21) 0.91 173.0 10.00
5 643.65 10.63 4.015 0.23( 0.21) 0.91 180.1 41.00
6 653.04 11.71 3.800 0.23( 0.21) 0.91 194.6 21.00
7 653.04 11.71 3.800 0.23( 0.21) 0.91 194.6 23.00
8 639.45 13.09 3.565 0.23( 0.21) 0.91 204.9 425.00
9 594.04 16.93 3.076 0.23( 0.21) 0.91 225.4 400.00
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 470.00 = 7930.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 297.79 11.96 3.754 0.24( 0.21) 0.88 86.4 370.00
2 311.60 14.34 3.384 0.24( 0.21) 0.88 102.3 360.00
3 312.21 14.61 3.347 0.24( 0.21) 0.88 103.9 381.00
4 311.67 15.15 3.278 0.24( 0.21) 0.88 106.2 390.00
5 311.08 15.54 3.231 0.24( 0.21) 0.88 107.8 315.00
6 304.91 16.23 3.152 0.24( 0.21) 0.88 108.8 300.00
7 277.14 19.89 2.804 0.24( 0.21) 0.88 113.1 340.00
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 470.00 = 4805.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 796.94 7.42 4.935 0.23( 0.21) 0.89 174.6 32.00
2 867.82 8.84 4.462 0.23( 0.21) 0.90 213.0 26.00
3 894.29 9.45 4.296 0.23( 0.21) 0.90 229.3 13.00
4 915.70 10.18 4.117 0.23( 0.21) 0.90 246.5 10.00
5 927.94 10.63 4.015 0.23( 0.21) 0.90 256.9 41.00
6 948.31 11.71 3.800 0.23( 0.21) 0.90 279.1 21.00
7 948.32 11.71 3.800 0.23( 0.21) 0.90 279.1 23.00
8 948.32 11.96 3.754 0.23( 0.21) 0.90 282.9 370.00
9 943.78 13.09 3.565 0.23( 0.21) 0.90 298.8 425.00
10 936.29 14.34 3.384 0.23( 0.21) 0.90 313.9 360.00
11 933.64 14.61 3.347 0.23( 0.21) 0.90 316.9 381.00
12 926.77 15.15 3.278 0.24( 0.21) 0.90 322.1 390.00
13 921.56 15.54 3.231 0.24( 0.21) 0.90 325.8 315.00
14 907.26 16.23 3.152 0.24( 0.21) 0.90 330.4 300.00
15 893.63 16.93 3.076 0.24( 0.21) 0.90 335.0 400.00
16 814.85 19.89 2.804 0.24( 0.21) 0.90 338.5 340.00
TOTAL AREA(ACRES) = 338.5
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 948.32 Tc(MIN.) = 11.961
EFFECTIVE AREA(ACRES) = 282.88 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 338.5
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 470.00 = 7930.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 470.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 475.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 444.42 DOWNSTREAM(FEET) = 435.96 FLOW LENGTH(FEET) = 383.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 87.0 INCH PIPE IS 68.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 27.28
ESTIMATED PIPE DIAMETER(INCH) = 87.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 948.32
PIPE TRAVEL TIME(MIN.) = 0.23 Tc(MIN.) = 12.19
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 475.00 = 8313.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 475.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 12.19
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.712
SUBAREA LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
USER-DEFINED - 1.05 0.20 0.100 -
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.20
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA AREA(ACRES) = 1.05 SUBAREA RUNOFF(CFS) = 3.49
EFFECTIVE AREA(ACRES) = 283.93 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.23 AREA-AVERAGED Ap = 0.90 TOTAL AREA(ACRES) = 339.5 PEAK FLOW RATE(CFS) = 948.32
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 475.00 TO NODE 480.00 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 435.96 DOWNSTREAM(FEET) = 415.33 FLOW LENGTH(FEET) = 279.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 69.0 INCH PIPE IS 54.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 42.80
ESTIMATED PIPE DIAMETER(INCH) = 69.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 948.32
PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 12.30
LONGEST FLOWPATH FROM NODE 400.00 TO NODE 480.00 = 8592.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 500.00 TO NODE 501.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 186.00
ELEVATION DATA: UPSTREAM(FEET) = 584.02 DOWNSTREAM(FEET) = 508.34 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.082
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.130
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
"BARREN" A 2.50 0.40 1.000 93 5.08

NATURAL POOR COVER
"BARREN" C 0.32 0.25 1.000 98 5.08

NATURAL POOR COVER
"BARREN" D 1.77 0.20 1.000 98 5.08
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.31
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 24.03
TOTAL AREA(ACRES) = 4.59 PEAK FLOW RATE(CFS) = 24.03
**************************************************************************** FLOW PROCESS FROM NODE 501.00 TO NODE 505.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 508.34 DOWNSTREAM(FEET) = 492.05 CHANNEL LENGTH THRU SUBAREA(FEET) = 228.00 CHANNEL SLOPE = 0.0714 CHANNEL BASE(FEET) = 0.00 "Z" FACTOR = 2.500
MANNING'S FACTOR = 0.030 MAXIMUM DEPTH(FEET) = 10.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.851
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
"BARREN" A 2.88 0.40 1.000 93
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 31.10
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 8.85 AVERAGE FLOW DEPTH(FEET) = 1.19 TRAVEL TIME(MIN.) = 0.43 Tc(MIN.) = 5.51
SUBAREA AREA(ACRES) = 2.88 SUBAREA RUNOFF(CFS) = 14.13
EFFECTIVE AREA(ACRES) = 7.47 AREA-AVERAGED Fm(INCH/HR) = 0.35 AREA-AVERAGED Fp(INCH/HR) = 0.35 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 7.5 PEAK FLOW RATE(CFS) = 37.01
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 1.26 FLOW VELOCITY(FEET/SEC.) = 9.27
LONGEST FLOWPATH FROM NODE 500.00 TO NODE 505.00 = 414.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 600.00 TO NODE 605.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 309.00
ELEVATION DATA: UPSTREAM(FEET) = 652.62 DOWNSTREAM(FEET) = 561.68 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.643
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.258
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
"BARREN" C 1.89 0.25 1.000 98 6.64
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 8.52
TOTAL AREA(ACRES) = 1.89 PEAK FLOW RATE(CFS) = 8.52
**************************************************************************** FLOW PROCESS FROM NODE 605.00 TO NODE 610.00 IS CODE = 56 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 561.68 DOWNSTREAM(FEET) = 451.03 CHANNEL LENGTH THRU SUBAREA(FEET) = 868.00 CHANNEL SLOPE = 0.1275 GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.40
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.623
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
"BARREN" C 13.84 0.25 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 35.88
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 8.66 AVERAGE FLOW DEPTH(FEET) = 0.38 TRAVEL TIME(MIN.) = 1.67 Tc(MIN.) = 8.31
SUBAREA AREA(ACRES) = 13.84 SUBAREA RUNOFF(CFS) = 54.47 EFFECTIVE AREA(ACRES) = 15.73 AREA-AVERAGED Fm(INCH/HR) = 0.25 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 15.7 PEAK FLOW RATE(CFS) = 61.91
GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.52
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.52 FLOW VELOCITY(FEET/SEC.) = 10.50
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 610.00 = 1177.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 700.00 TO NODE 701.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 194.00
ELEVATION DATA: UPSTREAM(FEET) = 820.48 DOWNSTREAM(FEET) = 754.03 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.350
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.952
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
"BARREN" C 0.13 0.25 1.000 98 5.35

NATURAL POOR COVER
"BARREN" D 0.54 0.20 1.000 98 5.35
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
SUBAREA RUNOFF(CFS) = 3.46
TOTAL AREA(ACRES) = 0.67 PEAK FLOW RATE(CFS) = 3.46
**************************************************************************** FLOW PROCESS FROM NODE 701.00 TO NODE 705.00 IS CODE = 56 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 754.03 DOWNSTREAM(FEET) = 622.26 CHANNEL LENGTH THRU SUBAREA(FEET) = 668.00 CHANNEL SLOPE = 0.1973 GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.16
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.008
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
"BARREN" C 0.34 0.25 1.000 98

NATURAL POOR COVER
"BARREN" D 2.08 0.20 1.000 98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.21
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000
TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.70
TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.92 AVERAGE FLOW DEPTH(FEET) = 0.14 TRAVEL TIME(MIN.) = 1.88 Tc(MIN.) = 7.23
SUBAREA AREA(ACRES) = 2.42 SUBAREA RUNOFF(CFS) = 10.46
EFFECTIVE AREA(ACRES) = 3.09 AREA-AVERAGED Fm(INCH/HR) = 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.21 AREA-AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 3.1 PEAK FLOW RATE(CFS) = 13.35
GIVEN CHANNEL BASE(FEET) = 10.00 CHANNEL FREEBOARD(FEET) = 0.0 "Z" FACTOR = 2.500 MANNING'S FACTOR = 0.030
*ESTIMATED CHANNEL HEIGHT(FEET) = 0.19
END OF SUBAREA CHANNEL FLOW HYDRAULICS:

DEPTH(FEET) = 0.19 FLOW VELOCITY(FEET/SEC.) = 6.86
LONGEST FLOWPATH FROM NODE 700.00 TO NODE 705.00 = 862.00 FEET. ============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 3.1 TC(MIN.) = 7.23
EFFECTIVE AREA(ACRES) = 3.09 AREA-AVERAGED Fm(INCH/HR)= 0.21 AREA-AVERAGED Fp(INCH/HR) = 0.21 AREA-AVERAGED Ap = 1.000 PEAK FLOW RATE(CFS) = 13.35
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS

____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

AND LOW LOSS FRACTION ESTIMATIONS
============================================================================ (C) Copyright 1989-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
**************************************************************************** ---------------------------------------------------------------------------- Problem Descriptions:

GYPSUM CANYON
2 YEAR PROPOSED ONSITE

HHTUN REV CGULLIXSON
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC I:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 2.72 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 9.11 90.00 33.(AMC II) 0.400 0.092
2 174.48 90.00 72.(AMC II) 0.250 0.122
3 90.98 90.00 79.(AMC II) 0.200 0.188
4 0.23 90.00 58.(AMC II) 0.300 0.092
TOTAL AREA (Acres) = 274.80
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.215
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.857
============================================================================ _________________________________________________________________ ___________
***************************************************************** ***********

NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE
(Fm)

AND LOW LOSS FRACTION ESTIMATIONS
================================================================= ===========
(C) Copyright 1989-2014 Advanced Engineering Software
(aes)
Ver. 21.0 Release Date: 06/01/2014 License ID
1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
***************************************************************** ***********
---------------------------------------------------------------- ------------
Problem Descriptions:

GYPSUM CANYON
2 YEAR PROPOSED OFFSITE

HHTUN REV CGULLIXSON
================================================================= ===========
*** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC I:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 2.72 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS
RATE
TYPE (Acres) PERVIOUS AREA NUMBER
Fp(in./hr.) YIELD
1 1.74 100.00 78.(AMC II) 0.400

0.097
2 50.62 100.00 91.(AMC II) 0.250

0.384
3 51.65 100.00 93.(AMC II) 0.200

0.450
1 TOTAL AREA (Acres) = 104.01
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.228
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.588
================================================================= ===========
2 ____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

AND LOW LOSS FRACTION ESTIMATIONS
============================================================================ (C) Copyright 1989-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
**************************************************************************** ---------------------------------------------------------------------------- Problem Descriptions:

GYPSUM CANYON
10 YEAR PROPOSED ONSITE

HHTUN REV CGULLIXSON
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 4.36 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 9.11 90.00 33. 0.400 0.095
2 174.48 90.00 72. 0.250 0.449
3 90.98 90.00 79. 0.200 0.561
4 0.23 90.00 58. 0.300 0.267
TOTAL AREA (Acres) = 274.80
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.215
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.526
============================================================================ _________________________________________________________________ ___________
***************************************************************** ***********

NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE
(Fm)

AND LOW LOSS FRACTION ESTIMATIONS
================================================================= ===========
(C) Copyright 1989-2014 Advanced Engineering Software
(aes)
Ver. 21.0 Release Date: 06/01/2014 License ID
1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
***************************************************************** ***********
---------------------------------------------------------------- ------------
Problem Descriptions:

GYPSUM CANYON
10 YEAR PROPOSED OFFSITE

HHTUN REV CGULLIXSON
================================================================= ===========
*** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 4.36 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS
RATE
TYPE (Acres) PERVIOUS AREA NUMBER
Fp(in./hr.) YIELD
1 1.74 100.00 78. 0.400

0.499
2 50.62 100.00 91. 0.250

0.771
3 51.65 100.00 93. 0.200

0.819
1 TOTAL AREA (Acres) = 104.01
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.228
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.210
================================================================= ===========
2 ____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

AND LOW LOSS FRACTION ESTIMATIONS
============================================================================ (C) Copyright 1989-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
**************************************************************************** ---------------------------------------------------------------------------- Problem Descriptions:

GYPSUM CANYON
25 YEAR STORM ONSITE

CGULLIXSON
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 5.39 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 9.11 90.00 33. 0.400 0.109
2 174.48 90.00 72. 0.250 0.513
3 90.98 90.00 79. 0.200 0.620
4 0.23 90.00 58. 0.300 0.328
TOTAL AREA (Acres) = 274.80
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.215
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.465
============================================================================ _________________________________________________________________ ___________
***************************************************************** ***********

NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE
(Fm)

AND LOW LOSS FRACTION ESTIMATIONS
================================================================= ===========
(C) Copyright 1989-2014 Advanced Engineering Software
(aes)
Ver. 21.0 Release Date: 06/01/2014 License ID
1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
***************************************************************** ***********
---------------------------------------------------------------- ------------
Problem Descriptions:

GYPSUM CANYON
25 YEAR PROPOSED OFFSITE

HHTUN REV CGULLIXSON
================================================================= ===========
*** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 5.39 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS
RATE
TYPE (Acres) PERVIOUS AREA NUMBER
Fp(in./hr.) YIELD
1 1.74 100.00 78. 0.400

0.565
2 50.62 100.00 91. 0.250

0.809
3 51.65 100.00 93. 0.200

0.850
1 TOTAL AREA (Acres) = 104.01
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.228
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.175
================================================================= ===========
2 ____________________________________________________________________________ **************************************************************************** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm)

AND LOW LOSS FRACTION ESTIMATIONS
============================================================================ (C) Copyright 1989-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
**************************************************************************** ---------------------------------------------------------------------------- Problem Descriptions:

GYPSUM CANYON
100 YEAR PROPOSED ONSITE

HHTUN REV CGULLIXSON
============================================================================ *** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 7.03 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE
TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD
1 9.11 90.00 33.(AMC II) 0.400 0.347
2 174.48 90.00 72.(AMC II) 0.250 0.831
3 90.98 90.00 79.(AMC II) 0.200 0.890
4 0.23 90.00 58.(AMC II) 0.300 0.659
TOTAL AREA (Acres) = 274.80
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.215
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.165
============================================================================ _________________________________________________________________ ___________
***************************************************************** ***********

NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE
(Fm)

AND LOW LOSS FRACTION ESTIMATIONS
================================================================= ===========
(C) Copyright 1989-2014 Advanced Engineering Software
(aes)
Ver. 21.0 Release Date: 06/01/2014 License ID
1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
***************************************************************** ***********
---------------------------------------------------------------- ------------
Problem Descriptions:

GYPSUM CANYON
100 YEAR PROPOSED OFFSITE

HHTUN REV CGULLIXSON
================================================================= ===========
*** NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III:

TOTAL 24-HOUR DURATION RAINFALL DEPTH = 7.03 (inches)

SOIL-COVER AREA PERCENT OF SCS CURVE LOSS
RATE
TYPE (Acres) PERVIOUS AREA NUMBER
Fp(in./hr.) YIELD
1 1.74 100.00 78.(AMC II) 0.400

0.882
2 50.62 100.00 91.(AMC II) 0.250

0.966
3 51.65 100.00 93.(AMC II) 0.200

0.966
1 TOTAL AREA (Acres) = 104.01
_
AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.228
_
AREA-AVERAGED LOW LOSS FRACTION, Y = 0.035
================================================================= ===========
2 ____________________________________________________________________________ ****************************************************************************

F L O O D R O U T I N G A N A L Y S I S
USING COUNTY HYDROLOGY MANUAL OF ORANGE(1986)
(c) Copyright 1989-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1202
Analysis prepared by:

Huitt-Zollars, Inc.
2603 Main Street, Suite 400
Irvine, CA 92614
Tel - 949-988-5815
************************** DESCRIPTION OF STUDY ************************** * GYPSUM CANYON CEMETERY *
* PROPOSED CONDITION - 2 YEAR STORM - ENTIRE PROJECT SITE * * HHTUN REV CGULLIXSON *
************************************************************************** FILE NAME: GCFL2.DAT
TIME/DATE OF STUDY: 10:20 10/06/2023
The Small Area Unit Hydrograph Procedures in Section J
of the Hydrology Manual provides estimates of runoff
hydrograph and runoff volume for watersheds whose time of concentration is less than 25 minutes. The PROGRAM User should check the applicability of using the small area unit hydrograph procedures, and follow the guidelines in
Sections J and K.5 in complex watershed modeling.
**************************************************************************** FLOW PROCESS FROM NODE 400.00 TO NODE 420.00 IS CODE = 1.2 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< ============================================================================ (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #1)
RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90
TOTAL CATCHMENT AREA(ACRES) = 108.41
SOIL-LOSS RATE, Fm,(INCH/HR) = 0.215
LOW LOSS FRACTION = 0.857
TIME OF CONCENTRATION(MIN.) = 17.30

SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED:

RETURN FREQUENCY(YEARS) = 2
5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.19
30-MINUTE POINT RAINFALL VALUE(INCHES) = 0.40
1-HOUR POINT RAINFALL VALUE(INCHES) = 0.53
3-HOUR POINT RAINFALL VALUE(INCHES) = 0.89
6-HOUR POINT RAINFALL VALUE(INCHES) = 1.22
24-HOUR POINT RAINFALL VALUE(INCHES) = 2.05
---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 4.32
TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 14.20
----------------------------------------------------------------------------

============================================================================ 2 4 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.

Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 21.7 43.4 65.0 86.7
----------------------------------------------------------------------------

0.017 0.0000 0.01 Q . . . .

0.033 0.0000 0.03 Q . . . .

0.050 0.0001 0.04 Q . . . .

0.067 0.0002 0.06 Q . . . .

0.083 0.0003 0.08 Q . . . .

0.100 0.0004 0.10 Q . . . .

0.117 0.0006 0.11 Q . . . .

0.133 0.0008 0.13 Q . . . .

0.150 0.0010 0.15 Q . . . .

0.167 0.0012 0.17 Q . . . .

0.183 0.0014 0.18 Q . . . .

0.200 0.0017 0.20 Q . . . .

0.217 0.0020 0.22 Q . . . .

0.233 0.0023 0.23 Q . . . .

0.250 0.0027 0.25 Q . . . .

0.267 0.0031 0.27 Q . . . .

0.283 0.0035 0.29 Q . . . .

0.300 0.0039 0.30 Q . . . .

0.317 0.0043 0.32 Q . . . .

0.333 0.0048 0.34 Q . . . .

0.350 0.0053 0.36 Q . . . .

0.367 0.0058 0.37 Q . . . .

0.383 0.0063 0.39 Q . . . .

0.400 0.0069 0.41 Q . . . .

0.417 0.0075 0.43 Q . . . .

0.433 0.0081 0.44 Q . . . .

0.450 0.0087 0.45 Q . . . .

0.467 0.0093 0.45 Q . . . .

0.483 0.0100 0.45 Q . . . .

0.500 0.0106 0.45 Q . . . .

0.517 0.0112 0.45 Q . . . .

0.533 0.0118 0.45 Q . . . .

0.550 0.0124 0.45 Q . . . .

0.567 0.0131 0.45 Q . . . .

0.583 0.0137 0.45 Q . . . .

0.600 0.0143 0.45 Q . . . .

0.617 0.0149 0.45 Q . . . .

0.633 0.0156 0.45 Q . . . .

0.650 0.0162 0.45 Q . . . .

0.667 0.0168 0.45 Q . . . .

0.683 0.0174 0.45 Q . . . .

0.700 0.0181 0.45 Q . . . .

0.717 0.0187 0.46 Q . . . .

0.733 0.0193 0.46 Q . . . .

0.750 0.0199 0.46 Q . . . .

0.767 0.0206 0.46 Q . . . .

0.783 0.0212 0.46 Q . . . .

0.800 0.0218 0.46 Q . . . .

0.817 0.0225 0.46 Q . . . .

0.833 0.0231 0.46 Q . . . .

0.850 0.0237 0.46 Q . . . .

0.867 0.0243 0.46 Q . . . .

0.883 0.0250 0.46 Q . . . .

0.900 0.0256 0.46 Q . . . .

0.917 0.0262 0.46 Q . . . .

0.933 0.0269 0.46 Q . . . .

0.950 0.0275 0.46 Q . . . .

0.967 0.0281 0.46 Q . . . .

0.983 0.0288 0.46 Q . . . .

1.000 0.0294 0.46 Q . . . .

1.017 0.0300 0.46 Q . . . .

1.033 0.0307 0.46 Q . . . .

1.050 0.0313 0.46 Q . . . .

1.067 0.0319 0.46 Q . . . .

1.083 0.0326 0.46 Q . . . .

1.100 0.0332 0.46 Q . . . .

1.117 0.0338 0.46 Q . . . .

1.133 0.0345 0.46 Q . . . .

1.150 0.0351 0.46 Q . . . .

1.167 0.0357 0.46 Q . . . .

1.183 0.0364 0.46 Q . . . .

1.200 0.0370 0.46 Q . . . .

1.217 0.0377 0.46 Q . . . .

1.233 0.0383 0.46 Q . . . .

1.250 0.0389 0.47 Q . . . .

1.267 0.0396 0.47 Q . . . .

1.283 0.0402 0.47 Q . . . .

1.300 0.0409 0.47 Q . . . .

1.317 0.0415 0.47 Q . . . .

1.333 0.0422 0.47 Q . . . .

1.350 0.0428 0.47 Q . . . .

1.367 0.0434 0.47 Q . . . .

1.383 0.0441 0.47 Q . . . .

1.400 0.0447 0.47 Q . . . .

1.417 0.0454 0.47 Q . . . .

1.433 0.0460 0.47 Q . . . .

1.450 0.0467 0.47 Q . . . .

1.467 0.0473 0.47 Q . . . .

1.483 0.0480 0.47 Q . . . .

1.500 0.0486 0.47 Q . . . .

1.517 0.0492 0.47 Q . . . .

1.533 0.0499 0.47 Q . . . .

1.550 0.0505 0.47 Q . . . .

1.567 0.0512 0.47 Q . . . .

1.583 0.0518 0.47 Q . . . .

1.600 0.0525 0.47 Q . . . .

1.617 0.0531 0.47 Q . . . .

1.633 0.0538 0.47 Q . . . .

1.650 0.0544 0.47 Q . . . .

1.667 0.0551 0.47 Q . . . .

1.683 0.0557 0.47 Q . . . .

1.700 0.0564 0.47 Q . . . .

1.717 0.0570 0.47 Q . . . .

1.733 0.0577 0.47 Q . . . .

1.750 0.0583 0.47 Q . . . .

1.767 0.0590 0.48 Q . . . .

1.783 0.0597 0.48 Q . . . .

1.800 0.0603 0.48 Q . . . .

1.817 0.0610 0.48 Q . . . .

1.833 0.0616 0.48 Q . . . .

1.850 0.0623 0.48 Q . . . .

1.867 0.0629 0.48 Q . . . .

1.883 0.0636 0.48 Q . . . .

1.900 0.0643 0.48 Q . . . .

1.917 0.0649 0.48 Q . . . .

1.933 0.0656 0.48 Q . . . .

1.950 0.0662 0.48 Q . . . .

1.967 0.0669 0.48 Q . . . .

1.983 0.0676 0.48 Q . . . .

2.000 0.0682 0.48 Q . . . .

2.017 0.0689 0.48 Q . . . .

2.033 0.0695 0.48 Q . . . .

2.050 0.0702 0.48 Q . . . .

2.067 0.0709 0.48 Q . . . .

2.083 0.0715 0.48 Q . . . .

2.100 0.0722 0.48 Q . . . .

2.117 0.0729 0.48 Q . . . .

2.133 0.0735 0.48 Q . . . .

2.150 0.0742 0.48 Q . . . .

2.167 0.0748 0.48 Q . . . .

2.183 0.0755 0.48 Q . . . .

2.200 0.0762 0.48 Q . . . .

2.217 0.0768 0.48 Q . . . .

2.233 0.0775 0.48 Q . . . .

2.250 0.0782 0.48 Q . . . .

2.267 0.0788 0.49 Q . . . .

2.283 0.0795 0.49 Q . . . .

2.300 0.0802 0.49 Q . . . .

2.317 0.0809 0.49 Q . . . .

2.333 0.0815 0.49 Q . . . .

2.350 0.0822 0.49 Q . . . .

2.367 0.0829 0.49 Q . . . .

2.383 0.0835 0.49 Q . . . .

2.400 0.0842 0.49 Q . . . .

2.417 0.0849 0.49 Q . . . .

2.433 0.0856 0.49 Q . . . .

2.450 0.0862 0.49 Q . . . .

2.467 0.0869 0.49 Q . . . .

2.483 0.0876 0.49 Q . . . .

2.500 0.0883 0.49 Q . . . .

2.517 0.0889 0.49 Q . . . .

2.533 0.0896 0.49 Q . . . .

2.550 0.0903 0.49 Q . . . .

2.567 0.0910 0.49 Q . . . .

2.583 0.0917 0.49 Q . . . .

2.600 0.0923 0.49 Q . . . .

2.617 0.0930 0.49 Q . . . .

2.633 0.0937 0.49 Q . . . .

2.650 0.0944 0.49 Q . . . .

2.667 0.0951 0.49 Q . . . .

2.683 0.0957 0.49 Q . . . .

2.700 0.0964 0.49 Q . . . .

2.717 0.0971 0.49 Q . . . .

2.733 0.0978 0.49 Q . . . .

2.750 0.0985 0.50 Q . . . .

2.767 0.0991 0.50 Q . . . .

2.783 0.0998 0.50 Q . . . .

2.800 0.1005 0.50 Q . . . .

2.817 0.1012 0.50 Q . . . .

2.833 0.1019 0.50 Q . . . .

2.850 0.1026 0.50 Q . . . .

2.867 0.1033 0.50 Q . . . .

2.883 0.1039 0.50 Q . . . .

2.900 0.1046 0.50 Q . . . .

2.917 0.1053 0.50 Q . . . .

2.933 0.1060 0.50 Q . . . .

2.950 0.1067 0.50 Q . . . .

2.967 0.1074 0.50 Q . . . .

2.983 0.1081 0.50 QV . . . .

3.000 0.1088 0.50 QV . . . .

3.017 0.1095 0.50 QV . . . .

3.033 0.1102 0.50 QV . . . .

3.050 0.1109 0.50 QV . . . .

3.067 0.1116 0.50 QV . . . .

3.083 0.1123 0.50 QV . . . .

3.100 0.1130 0.51 QV . . . .

3.117 0.1136 0.51 QV . . . .

3.133 0.1143 0.51 QV . . . .

3.150 0.1150 0.51 QV . . . .

3.167 0.1157 0.51 QV . . . .

3.183 0.1164 0.51 QV . . . .

3.200 0.1171 0.51 QV . . . .

3.217 0.1178 0.51 QV . . . .

3.233 0.1185 0.51 QV . . . .

3.250 0.1192 0.51 QV . . . .

3.267 0.1199 0.51 QV . . . .

3.283 0.1206 0.51 QV . . . .

3.300 0.1213 0.51 QV . . . .

3.317 0.1220 0.51 QV . . . .

3.333 0.1227 0.51 QV . . . .

3.350 0.1234 0.51 QV . . . .

3.367 0.1241 0.51 QV . . . .

3.383 0.1248 0.51 QV . . . .

3.400 0.1255 0.51 QV . . . .

3.417 0.1262 0.51 QV . . . .

3.433 0.1270 0.51 QV . . . .

3.450 0.1277 0.51 QV . . . .

3.467 0.1284 0.51 QV . . . .

3.483 0.1291 0.51 QV . . . .

3.500 0.1298 0.51 QV . . . .

3.517 0.1305 0.52 QV . . . .

3.533 0.1312 0.52 QV . . . .

3.550 0.1319 0.52 QV . . . .

3.567 0.1326 0.52 QV . . . .

3.583 0.1333 0.52 QV . . . .

3.600 0.1341 0.52 QV . . . .

3.617 0.1348 0.52 QV . . . .

3.633 0.1355 0.52 QV . . . .

3.650 0.1362 0.52 QV . . . .

3.667 0.1369 0.52 QV . . . .

3.683 0.1376 0.52 QV . . . .

3.700 0.1383 0.52 QV . . . .

3.717 0.1391 0.52 QV . . . .

3.733 0.1398 0.52 QV . . . .

3.750 0.1405 0.52 QV . . . .

3.767 0.1412 0.52 QV . . . .

3.783 0.1419 0.52 QV . . . .

3.800 0.1426 0.52 QV . . . .

3.817 0.1434 0.52 QV . . . .

3.833 0.1441 0.52 QV . . . .

3.850 0.1448 0.52 QV . . . .

3.867 0.1455 0.52 QV . . . .

3.883 0.1462 0.52 QV . . . .

3.900 0.1470 0.52 QV . . . .

3.917 0.1477 0.52 QV . . . .

3.933 0.1484 0.52 QV . . . .

3.950 0.1491 0.53 QV . . . .

3.967 0.1499 0.53 QV . . . .

3.983 0.1506 0.53 QV . . . .

4.000 0.1513 0.53 QV . . . .

4.017 0.1520 0.53 QV . . . .

4.033 0.1528 0.53 QV . . . .

4.050 0.1535 0.53 QV . . . .

4.067 0.1542 0.53 QV . . . .

4.083 0.1550 0.53 QV . . . .

4.100 0.1557 0.53 QV . . . .

4.117 0.1564 0.53 QV . . . .

4.133 0.1571 0.53 QV . . . .

4.150 0.1579 0.53 QV . . . .

4.167 0.1586 0.53 QV . . . .

4.183 0.1594 0.53 QV . . . .

4.200 0.1601 0.53 QV . . . .

4.217 0.1608 0.53 QV . . . .

4.233 0.1616 0.53 QV . . . .

4.250 0.1623 0.53 QV . . . .

4.267 0.1630 0.54 QV . . . .

4.283 0.1638 0.54 QV . . . .

4.300 0.1645 0.54 QV . . . .

4.317 0.1652 0.54 QV . . . .

4.333 0.1660 0.54 QV . . . .

4.350 0.1667 0.54 QV . . . .

4.367 0.1675 0.54 QV . . . .

4.383 0.1682 0.54 QV . . . .

4.400 0.1689 0.54 QV . . . .

4.417 0.1697 0.54 QV . . . .

4.433 0.1704 0.54 QV . . . .

4.450 0.1712 0.54 QV . . . .

4.467 0.1719 0.54 QV . . . .

4.483 0.1727 0.54 QV . . . .

4.500 0.1734 0.54 QV . . . .

4.517 0.1741 0.54 QV . . . .

4.533 0.1749 0.54 QV . . . .

4.550 0.1756 0.54 QV . . . .

4.567 0.1764 0.54 QV . . . .

4.583 0.1771 0.54 QV . . . .

4.600 0.1779 0.54 QV . . . .

4.617 0.1786 0.54 QV . . . .

4.633 0.1794 0.55 QV . . . .

4.650 0.1801 0.55 QV . . . .

4.667 0.1809 0.55 QV . . . .

4.683 0.1816 0.55 QV . . . .

4.700 0.1824 0.55 QV . . . .

4.717 0.1832 0.55 QV . . . .

4.733 0.1839 0.55 QV . . . .

4.750 0.1847 0.55 QV . . . .

4.767 0.1854 0.55 QV . . . .

4.783 0.1862 0.55 QV . . . .

4.800 0.1869 0.55 QV . . . .

4.817 0.1877 0.55 QV . . . .

4.833 0.1885 0.55 QV . . . .

4.850 0.1892 0.55 QV . . . .

4.867 0.1900 0.55 QV . . . .

4.883 0.1907 0.55 QV . . . .

4.900 0.1915 0.55 QV . . . .

4.917 0.1923 0.55 QV . . . .

4.933 0.1930 0.55 QV . . . .

4.950 0.1938 0.55 QV . . . .

4.967 0.1946 0.55 QV . . . .

4.983 0.1953 0.55 QV . . . .

5.000 0.1961 0.56 QV . . . .

5.017 0.1969 0.56 QV . . . .

5.033 0.1976 0.56 QV . . . .

5.050 0.1984 0.56 QV . . . .

5.067 0.1992 0.56 QV . . . .

5.083 0.1999 0.56 QV . . . .

5.100 0.2007 0.56 QV . . . .

5.117 0.2015 0.56 QV . . . .

5.133 0.2022 0.56 QV . . . .

5.150 0.2030 0.56 QV . . . .

5.167 0.2038 0.56 QV . . . .

5.183 0.2046 0.56 QV . . . .

5.200 0.2053 0.56 QV . . . .

5.217 0.2061 0.56 QV . . . .

5.233 0.2069 0.56 QV . . . .

5.250 0.2077 0.56 QV . . . .

5.267 0.2084 0.57 QV . . . .

5.283 0.2092 0.57 QV . . . .

5.300 0.2100 0.57 QV . . . .

5.317 0.2108 0.57 QV . . . .

5.333 0.2116 0.57 QV . . . .

5.350 0.2123 0.57 QV . . . .

5.367 0.2131 0.57 QV . . . .

5.383 0.2139 0.57 QV . . . .

5.400 0.2147 0.57 QV . . . .

5.417 0.2155 0.57 QV . . . .

5.433 0.2163 0.57 Q V . . . .

5.450 0.2171 0.57 Q V . . . .

5.467 0.2178 0.57 Q V . . . .

5.483 0.2186 0.57 Q V . . . .

5.500 0.2194 0.57 Q V . . . .

5.517 0.2202 0.57 Q V . . . .

5.533 0.2210 0.57 Q V . . . .

5.550 0.2218 0.57 Q V . . . .

5.567 0.2226 0.57 Q V . . . .

5.583 0.2234 0.57 Q V . . . .

5.600 0.2242 0.57 Q V . . . .

5.617 0.2250 0.57 Q V . . . .

5.633 0.2257 0.58 Q V . . . .

5.650 0.2265 0.58 Q V . . . .

5.667 0.2273 0.58 Q V . . . .

5.683 0.2281 0.58 Q V . . . .

5.700 0.2289 0.58 Q V . . . .

5.717 0.2297 0.58 Q V . . . .

5.733 0.2305 0.58 Q V . . . .

5.750 0.2313 0.58 Q V . . . .

5.767 0.2321 0.58 Q V . . . .

5.783 0.2329 0.58 Q V . . . .

5.800 0.2337 0.58 Q V . . . .

5.817 0.2345 0.58 Q V . . . .

5.833 0.2353 0.58 Q V . . . .

5.850 0.2361 0.59 Q V . . . .

5.867 0.2369 0.59 Q V . . . .

5.883 0.2378 0.59 Q V . . . .

5.900 0.2386 0.59 Q V . . . .

5.917 0.2394 0.59 Q V . . . .

5.933 0.2402 0.59 Q V . . . .

5.950 0.2410 0.59 Q V . . . .

5.967 0.2418 0.59 Q V . . . .

5.983 0.2426 0.59 Q V . . . .

6.000 0.2434 0.59 Q V . . . .

6.017 0.2442 0.59 Q V . . . .

6.033 0.2451 0.59 Q V . . . .

6.050 0.2459 0.59 Q V . . . .

6.067 0.2467 0.59 Q V . . . .

6.083 0.2475 0.59 Q V . . . .

6.100 0.2483 0.59 Q V . . . .

6.117 0.2491 0.59 Q V . . . .

6.133 0.2500 0.59 Q V . . . .

6.150 0.2508 0.59 Q V . . . .

6.167 0.2516 0.59 Q V . . . .

6.183 0.2524 0.59 Q V . . . .

6.200 0.2532 0.60 Q V . . . .

6.217 0.2541 0.60 Q V . . . .

6.233 0.2549 0.60 Q V . . . .

6.250 0.2557 0.60 Q V . . . .

6.267 0.2565 0.60 Q V . . . .

6.283 0.2574 0.60 Q V . . . .

6.300 0.2582 0.60 Q V . . . .

6.317 0.2590 0.60 Q V . . . .

6.333 0.2598 0.60 Q V . . . .

6.350 0.2607 0.60 Q V . . . .

6.367 0.2615 0.60 Q V . . . .

6.383 0.2623 0.60 Q V . . . .

6.400 0.2632 0.61 Q V . . . .

6.417 0.2640 0.61 Q V . . . .

6.433 0.2648 0.61 Q V . . . .

6.450 0.2657 0.61 Q V . . . .

6.467 0.2665 0.61 Q V . . . .

6.483 0.2673 0.61 Q V . . . .

6.500 0.2682 0.61 Q V . . . .

6.517 0.2690 0.61 Q V . . . .

6.533 0.2699 0.61 Q V . . . .

6.550 0.2707 0.61 Q V . . . .

6.567 0.2716 0.61 Q V . . . .

6.583 0.2724 0.61 Q V . . . .

6.600 0.2732 0.61 Q V . . . .

6.617 0.2741 0.61 Q V . . . .

6.633 0.2749 0.61 Q V . . . .

6.650 0.2758 0.61 Q V . . . .

6.667 0.2766 0.61 Q V . . . .

6.683 0.2775 0.61 Q V . . . .

6.700 0.2783 0.62 Q V . . . .

6.717 0.2792 0.62 Q V . . . .

6.733 0.2800 0.62 Q V . . . .

6.750 0.2809 0.62 Q V . . . .

6.767 0.2817 0.62 Q V . . . .

6.783 0.2826 0.62 Q V . . . .

6.800 0.2834 0.62 Q V . . . .

6.817 0.2843 0.62 Q V . . . .

6.833 0.2851 0.62 Q V . . . .

6.850 0.2860 0.62 Q V . . . .

6.867 0.2868 0.62 Q V . . . .

6.883 0.2877 0.62 Q V . . . .

6.900 0.2886 0.62 Q V . . . .

6.917 0.2894 0.63 Q V . . . .

6.933 0.2903 0.63 Q V . . . .

6.950 0.2911 0.63 Q V . . . .

6.967 0.2920 0.63 Q V . . . .

6.983 0.2929 0.63 Q V . . . .

7.000 0.2937 0.63 Q V . . . .

7.017 0.2946 0.63 Q V . . . .

7.033 0.2955 0.63 Q V . . . .

7.050 0.2964 0.63 Q V . . . .

7.067 0.2972 0.63 Q V . . . .

7.083 0.2981 0.63 Q V . . . .

7.100 0.2990 0.63 Q V . . . .

7.117 0.2999 0.64 Q V . . . .

7.133 0.3007 0.64 Q V . . . .

7.150 0.3016 0.64 Q V . . . .

7.167 0.3025 0.64 Q V . . . .

7.183 0.3034 0.64 Q V . . . .

7.200 0.3042 0.64 Q V . . . .

7.217 0.3051 0.64 Q V . . . .

7.233 0.3060 0.64 Q V . . . .

7.250 0.3069 0.64 Q V . . . .

7.267 0.3078 0.64 Q V . . . .

7.283 0.3086 0.64 Q V . . . .

7.300 0.3095 0.64 Q V . . . .

7.317 0.3104 0.64 Q V . . . .

7.333 0.3113 0.64 Q V . . . .

7.350 0.3122 0.64 Q V . . . .

7.367 0.3131 0.64 Q V . . . .

7.383 0.3139 0.64 Q V . . . .

7.400 0.3148 0.64 Q V . . . .

7.417 0.3157 0.65 Q V . . . .

7.433 0.3166 0.65 Q V . . . .

7.450 0.3175 0.65 Q V . . . .

7.467 0.3184 0.65 Q V . . . .

7.483 0.3193 0.65 Q V . . . .

7.500 0.3202 0.65 Q V . . . .

7.517 0.3211 0.65 Q V . . . .

7.533 0.3220 0.65 Q V . . . .

7.550 0.3229 0.65 Q V . . . .

7.567 0.3238 0.66 Q V . . . .

7.583 0.3247 0.66 Q V . . . .

7.600 0.3256 0.66 Q V . . . .

7.617 0.3265 0.66 Q V . . . .

7.633 0.3274 0.66 Q V . . . .

7.650 0.3283 0.66 Q V . . . .

7.667 0.3292 0.66 Q V . . . .

7.683 0.3301 0.66 Q V . . . .

7.700 0.3311 0.66 Q V . . . .

7.717 0.3320 0.66 Q V . . . .

7.733 0.3329 0.66 Q V . . . .

7.750 0.3338 0.66 Q V . . . .

7.767 0.3347 0.66 Q V . . . .

7.783 0.3356 0.66 Q V . . . .

7.800 0.3365 0.67 Q V . . . .

7.817 0.3375 0.67 Q V . . . .

7.833 0.3384 0.67 Q V . . . .

7.850 0.3393 0.67 Q V . . . .

7.867 0.3402 0.67 Q V . . . .

7.883 0.3411 0.67 Q V . . . .

7.900 0.3421 0.67 Q V . . . .

7.917 0.3430 0.67 Q V . . . .

7.933 0.3439 0.67 Q V . . . .

7.950 0.3448 0.67 Q V . . . .

7.967 0.3457 0.67 Q V . . . .

7.983 0.3467 0.67 Q V . . . .

8.000 0.3476 0.67 Q V . . . .

8.017 0.3485 0.68 Q V . . . .

8.033 0.3495 0.68 Q V . . . .

8.050 0.3504 0.68 Q V . . . .

8.067 0.3513 0.68 Q V . . . .

8.083 0.3523 0.68 Q V . . . .

8.100 0.3532 0.68 Q V . . . .

8.117 0.3541 0.68 Q V . . . .

8.133 0.3551 0.68 Q V . . . .

8.150 0.3560 0.68 Q V . . . .

8.167 0.3570 0.69 Q V . . . .

8.183 0.3579 0.69 Q V . . . .

8.200 0.3589 0.69 Q V . . . .

8.217 0.3598 0.69 Q V . . . .

8.233 0.3608 0.69 Q V . . . .

8.250 0.3617 0.69 Q V . . . .

8.267 0.3627 0.69 Q V . . . .

8.283 0.3636 0.69 Q V . . . .

8.300 0.3646 0.69 Q V . . . .

8.317 0.3655 0.69 Q V . . . .

8.333 0.3665 0.69 Q V . . . .

8.350 0.3674 0.69 Q V . . . .

8.367 0.3684 0.69 Q V . . . .

8.383 0.3694 0.70 Q V . . . .

8.400 0.3703 0.70 Q V . . . .

8.417 0.3713 0.70 Q V . . . .

8.433 0.3722 0.70 Q V . . . .

8.450 0.3732 0.70 Q V . . . .

8.467 0.3742 0.70 Q V . . . .

8.483 0.3751 0.70 Q V . . . .

8.500 0.3761 0.70 Q V . . . .

8.517 0.3771 0.70 Q V . . . .

8.533 0.3780 0.70 Q V . . . .

8.550 0.3790 0.70 Q V . . . .

8.567 0.3800 0.70 Q V . . . .

8.583 0.3809 0.71 Q V . . . .

8.600 0.3819 0.71 Q V . . . .

8.617 0.3829 0.71 Q V . . . .

8.633 0.3839 0.71 Q V . . . .

8.650 0.3848 0.71 Q V . . . .

8.667 0.3858 0.71 Q V . . . .

8.683 0.3868 0.71 Q V . . . .

8.700 0.3878 0.71 Q V . . . .

8.717 0.3888 0.72 Q V . . . .

8.733 0.3898 0.72 Q V . . . .

8.750 0.3908 0.72 Q V . . . .

8.767 0.3917 0.72 Q V . . . .

8.783 0.3927 0.72 Q V . . . .

8.800 0.3937 0.72 Q V . . . .

8.817 0.3947 0.72 Q V . . . .

8.833 0.3957 0.72 Q V . . . .

8.850 0.3967 0.72 Q V . . . .

8.867 0.3977 0.73 Q V . . . .

8.883 0.3987 0.73 Q V . . . .

8.900 0.3997 0.73 Q V . . . .

8.917 0.4007 0.73 Q V . . . .

8.933 0.4017 0.73 Q V . . . .

8.950 0.4027 0.73 Q V . . . .

8.967 0.4037 0.73 Q V . . . .

8.983 0.4048 0.73 Q V . . . .

9.000 0.4058 0.73 Q V . . . .

9.017 0.4068 0.73 Q V . . . .

9.033 0.4078 0.73 Q V . . . .

9.050 0.4088 0.73 Q V . . . .

9.067 0.4098 0.73 Q V . . . .

9.083 0.4108 0.73 Q V . . . .

9.100 0.4118 0.74 Q V . . . .

9.117 0.4128 0.74 Q V . . . .

9.133 0.4139 0.74 Q V . . . .

9.150 0.4149 0.74 Q V . . . .

9.167 0.4159 0.74 Q V . . . .

9.183 0.4169 0.74 Q V . . . .

9.200 0.4179 0.74 Q V . . . .

9.217 0.4190 0.75 Q V . . . .

9.233 0.4200 0.75 Q V . . . .

9.250 0.4210 0.75 Q V . . . .

9.267 0.4221 0.75 Q V . . . .

9.283 0.4231 0.75 Q V . . . .

9.300 0.4241 0.75 Q V . . . .

9.317 0.4252 0.76 Q V . . . .

9.333 0.4262 0.76 Q V . . . .

9.350 0.4273 0.76 Q V . . . .

9.367 0.4283 0.76 Q V . . . .

9.383 0.4294 0.76 Q V . . . .

9.400 0.4304 0.76 Q V . . . .

9.417 0.4315 0.76 Q V . . . .

9.433 0.4325 0.76 Q V . . . .

9.450 0.4336 0.76 Q V . . . .

9.467 0.4346 0.76 Q V . . . .

9.483 0.4357 0.77 Q V . . . .

9.500 0.4367 0.77 Q V . . . .

9.517 0.4378 0.77 Q V . . . .

9.533 0.4388 0.77 Q V . . . .

9.550 0.4399 0.77 Q V . . . .

9.567 0.4410 0.77 Q V . . . .

9.583 0.4420 0.77 Q V . . . .

9.600 0.4431 0.77 Q V . . . .

9.617 0.4441 0.77 Q V . . . .

9.633 0.4452 0.77 Q V . . . .

9.650 0.4463 0.77 Q V . . . .

9.667 0.4473 0.77 Q V . . . .

9.683 0.4484 0.78 Q V . . . .

9.700 0.4495 0.78 Q V . . . .

9.717 0.4506 0.78 Q V . . . .

9.733 0.4516 0.78 Q V . . . .

9.750 0.4527 0.78 Q V . . . .

9.767 0.4538 0.78 Q V . . . .

9.783 0.4549 0.79 Q V . . . .

9.800 0.4560 0.79 Q V . . . .

9.817 0.4570 0.79 Q V . . . .

9.833 0.4581 0.79 Q V . . . .

9.850 0.4592 0.79 Q V . . . .

9.867 0.4603 0.79 Q V . . . .

9.883 0.4614 0.80 Q V . . . .

9.900 0.4625 0.80 Q V . . . .

9.917 0.4636 0.80 Q V . . . .

9.933 0.4647 0.80 Q V . . . .

9.950 0.4658 0.80 Q V . . . .

9.967 0.4669 0.80 Q V . . . .

9.983 0.4681 0.81 Q V . . . .

10.000 0.4692 0.81 Q V . . . .

10.017 0.4703 0.81 Q V . . . .

10.033 0.4714 0.81 Q V . . . .

10.050 0.4725 0.81 Q V . . . .

10.067 0.4736 0.81 Q V . . . .

10.083 0.4747 0.81 Q V . . . .

10.100 0.4759 0.81 Q V . . . .

10.117 0.4770 0.81 Q V . . . .

10.133 0.4781 0.81 Q V . . . .

10.150 0.4792 0.81 Q V . . . .

10.167 0.4803 0.82 Q V . . . .

10.183 0.4815 0.82 Q V . . . .

10.200 0.4826 0.82 Q V . . . .

10.217 0.4837 0.82 Q V . . . .

10.233 0.4848 0.82 Q V . . . .

10.250 0.4860 0.82 Q V . . . .

10.267 0.4871 0.82 Q V . . . .

10.283 0.4882 0.82 Q V . . . .

10.300 0.4894 0.83 Q V . . . .

10.317 0.4905 0.83 Q V . . . .

10.333 0.4917 0.83 Q V . . . .

10.350 0.4928 0.83 Q V . . . .

10.367 0.4940 0.83 Q V . . . .

10.383 0.4951 0.84 Q V . . . .

10.400 0.4963 0.84 Q V . . . .

10.417 0.4974 0.84 Q V . . . .

10.433 0.4986 0.84 Q V . . . .

10.450 0.4997 0.84 Q V . . . .

10.467 0.5009 0.85 Q V . . . .

10.483 0.5021 0.85 Q V . . . .

10.500 0.5032 0.85 Q V . . . .

10.517 0.5044 0.85 Q V . . . .

10.533 0.5056 0.85 Q V . . . .

10.550 0.5068 0.86 Q V . . . .

10.567 0.5080 0.86 Q V . . . .

10.583 0.5091 0.86 Q V . . . .

10.600 0.5103 0.86 Q V . . . .

10.617 0.5115 0.86 Q V . . . .

10.633 0.5127 0.86 Q V . . . .

10.650 0.5139 0.86 Q V . . . .

10.667 0.5151 0.86 Q V . . . .

10.683 0.5163 0.86 Q V . . . .

10.700 0.5174 0.86 Q V . . . .

10.717 0.5186 0.87 Q V . . . .

10.733 0.5198 0.87 Q V . . . .

10.750 0.5210 0.87 Q V . . . .

10.767 0.5222 0.87 Q V . . . .

10.783 0.5234 0.87 Q V . . . .

10.800 0.5246 0.87 Q V . . . .

10.817 0.5258 0.87 Q V . . . .

10.833 0.5270 0.87 Q V . . . .

10.850 0.5282 0.88 Q V . . . .

10.867 0.5294 0.88 Q V . . . .

10.883 0.5307 0.88 Q V . . . .

10.900 0.5319 0.88 Q V . . . .

10.917 0.5331 0.89 Q V . . . .

10.933 0.5343 0.89 Q V . . . .

10.950 0.5356 0.89 Q V . . . .

10.967 0.5368 0.89 Q V . . . .

10.983 0.5380 0.90 Q V . . . .

11.000 0.5393 0.90 Q V . . . .

11.017 0.5405 0.90 Q V . . . .

11.033 0.5417 0.90 Q V . . . .

11.050 0.5430 0.91 Q V . . . .

11.067 0.5442 0.91 Q V . . . .

11.083 0.5455 0.91 Q V . . . .

11.100 0.5467 0.91 Q V . . . .

11.117 0.5480 0.91 Q V . . . .

11.133 0.5493 0.92 Q V . . . .

11.150 0.5505 0.92 Q V . . . .

11.167 0.5518 0.92 Q V . . . .

11.183 0.5531 0.92 Q V . . . .

11.200 0.5543 0.92 Q V . . . .

11.217 0.5556 0.92 Q V . . . .

11.233 0.5569 0.92 Q V . . . .

11.250 0.5581 0.92 Q V . . . .

11.267 0.5594 0.93 Q V . . . .

11.283 0.5607 0.93 Q V . . . .

11.300 0.5620 0.93 Q V . . . .

11.317 0.5632 0.93 Q V . . . .

11.333 0.5645 0.93 Q V . . . .

11.350 0.5658 0.93 Q V . . . .

11.367 0.5671 0.93 Q V . . . .

11.383 0.5684 0.93 Q V . . . .

11.400 0.5697 0.94 Q V . . . .

11.417 0.5710 0.94 Q V . . . .

11.433 0.5723 0.94 Q V . . . .

11.450 0.5736 0.94 Q V . . . .

11.467 0.5749 0.95 Q V . . . .

11.483 0.5762 0.95 Q V . . . .

11.500 0.5775 0.95 Q V . . . .

11.517 0.5788 0.96 Q V . . . .

11.533 0.5801 0.96 Q V . . . .

11.550 0.5815 0.96 Q V . . . .

11.567 0.5828 0.96 Q V . . . .

11.583 0.5841 0.97 Q V . . . .

11.600 0.5854 0.97 Q V . . . .

11.617 0.5868 0.97 Q V . . . .

11.633 0.5881 0.98 Q V . . . .

11.650 0.5895 0.98 Q V . . . .

11.667 0.5908 0.98 Q V . . . .

11.683 0.5922 0.98 Q V . . . .

11.700 0.5935 0.99 Q V . . . .

11.717 0.5949 0.99 Q V . . . .

11.733 0.5963 0.99 Q V . . . .

11.750 0.5976 0.99 Q V . . . .

11.767 0.5990 0.99 Q V . . . .

11.783 0.6004 0.99 Q V . . . .

11.800 0.6017 1.00 Q V . . . .

11.817 0.6031 1.00 Q V . . . .

11.833 0.6045 1.00 Q V . . . .

11.850 0.6059 1.00 Q V . . . .

11.867 0.6072 1.00 Q V . . . .

11.883 0.6086 1.00 Q V . . . .

11.900 0.6100 1.00 Q V . . . .

11.917 0.6114 1.01 Q V . . . .

11.933 0.6128 1.01 Q V . . . .

11.950 0.6142 1.01 Q V . . . .

11.967 0.6156 1.01 Q V . . . .

11.983 0.6170 1.02 Q V . . . .

12.000 0.6184 1.04 Q V . . . .

12.017 0.6198 1.05 Q V . . . .

12.033 0.6213 1.06 Q V . . . .

12.050 0.6228 1.08 Q V . . . .

12.067 0.6243 1.09 Q V . . . .

12.083 0.6258 1.11 Q V . . . .

12.100 0.6274 1.12 Q V . . . .

12.117 0.6289 1.14 Q V . . . .

12.133 0.6305 1.15 Q V . . . .

12.150 0.6321 1.16 Q V . . . .

12.167 0.6337 1.18 Q V . . . .

12.183 0.6354 1.19 Q V . . . .

12.200 0.6371 1.21 Q V . . . .

12.217 0.6387 1.22 Q V . . . .

12.233 0.6404 1.24 Q V . . . .

12.250 0.6422 1.25 Q V . . . .

12.267 0.6439 1.26 Q V . . . .

12.283 0.6456 1.26 Q V . . . .

12.300 0.6474 1.27 Q V . . . .

12.317 0.6491 1.27 Q V . . . .

12.333 0.6509 1.28 Q V . . . .

12.350 0.6527 1.28 Q V . . . .

12.367 0.6544 1.29 Q V . . . .

12.383 0.6562 1.29 Q V . . . .

12.400 0.6580 1.30 Q V . . . .

12.417 0.6598 1.30 Q V . . . .

12.433 0.6616 1.31 Q V . . . .

12.450 0.6634 1.31 Q V . . . .

12.467 0.6652 1.31 Q V . . . .

12.483 0.6670 1.32 Q V . . . .

12.500 0.6689 1.32 Q V . . . .

12.517 0.6707 1.33 Q V . . . .

12.533 0.6725 1.33 Q V . . . .

12.550 0.6744 1.34 Q V . . . .

12.567 0.6762 1.34 Q V . . . .

12.583 0.6781 1.35 Q V . . . .

12.600 0.6799 1.35 Q V . . . .

12.617 0.6818 1.36 Q V . . . .

12.633 0.6837 1.36 Q V . . . .

12.650 0.6856 1.37 Q V . . . .

12.667 0.6874 1.37 Q V . . . .

12.683 0.6893 1.38 Q V . . . .

12.700 0.6912 1.38 Q V . . . .

12.717 0.6931 1.38 Q V . . . .

12.733 0.6951 1.39 Q V . . . .

12.750 0.6970 1.39 Q V . . . .

12.767 0.6989 1.40 Q V . . . .

12.783 0.7008 1.40 Q V . . . .

12.800 0.7028 1.41 Q V . . . .

12.817 0.7047 1.41 Q V . . . .

12.833 0.7067 1.42 Q V . . . .

12.850 0.7086 1.42 Q V . . . .

12.867 0.7106 1.42 Q V . . . .

12.883 0.7126 1.43 Q V . . . .

12.900 0.7145 1.43 Q V . . . .

12.917 0.7165 1.43 Q V . . . .

12.933 0.7185 1.43 Q V . . . .

12.950 0.7205 1.44 Q V . . . .

12.967 0.7224 1.44 Q V . . . .

12.983 0.7244 1.44 Q V . . . .

13.000 0.7264 1.44 Q V . . . .

13.017 0.7284 1.45 Q V . . . .

13.033 0.7304 1.45 Q V . . . .

13.050 0.7324 1.45 Q V . . . .

13.067 0.7344 1.46 Q V . . . .

13.083 0.7364 1.46 Q V . . . .

13.100 0.7384 1.46 Q V . . . .

13.117 0.7405 1.46 Q V . . . .

13.133 0.7425 1.47 Q V . . . .

13.150 0.7445 1.47 Q V . . . .

13.167 0.7465 1.48 Q V . . . .

13.183 0.7486 1.49 Q V . . . .

13.200 0.7506 1.49 Q V . . . .

13.217 0.7527 1.50 Q V . . . .

13.233 0.7548 1.51 Q V . . . .

13.250 0.7569 1.51 Q V . . . .

13.267 0.7590 1.52 Q V . . . .

13.283 0.7611 1.52 Q V . . . .

13.300 0.7632 1.53 Q V . . . .

13.317 0.7653 1.54 Q V . . . .

13.333 0.7674 1.54 Q V . . . .

13.350 0.7695 1.55 Q V . . . .

13.367 0.7717 1.55 Q V . . . .

13.383 0.7738 1.56 Q V . . . .

13.400 0.7760 1.57 Q V . . . .

13.417 0.7782 1.57 Q V . . . .

13.433 0.7803 1.58 Q V . . . .

13.450 0.7825 1.58 Q V . . . .

13.467 0.7847 1.58 Q V . . . .

13.483 0.7869 1.59 Q V . . . .

13.500 0.7891 1.59 Q V . . . .

13.517 0.7913 1.59 Q V . . . .

13.533 0.7935 1.60 Q V . . . .

13.550 0.7957 1.60 Q V . . . .

13.567 0.7979 1.61 Q V . . . .

13.583 0.8001 1.61 Q V . . . .

13.600 0.8023 1.61 Q V . . . .

13.617 0.8045 1.62 Q V . . . .

13.633 0.8068 1.62 Q V . . . .

13.650 0.8090 1.62 Q V . . . .

13.667 0.8112 1.63 Q V . . . .

13.683 0.8135 1.63 Q V . . . .

13.700 0.8157 1.63 Q V . . . .

13.717 0.8180 1.64 Q V . . . .

13.733 0.8203 1.65 Q V . . . .

13.750 0.8226 1.66 Q V . . . .

13.767 0.8249 1.67 Q V . . . .

13.783 0.8272 1.68 Q V . . . .

13.800 0.8295 1.69 Q V . . . .

13.817 0.8318 1.69 Q V . . . .

13.833 0.8342 1.70 Q V . . . .

13.850 0.8365 1.71 Q V . . . .

13.867 0.8389 1.72 Q V . . . .

13.883 0.8413 1.73 Q V . . . .

13.900 0.8437 1.74 Q V . . . .

13.917 0.8461 1.75 Q V . . . .

13.933 0.8485 1.75 Q V . . . .

13.950 0.8509 1.76 Q V . . . .

13.967 0.8534 1.77 Q V . . . .

13.983 0.8558 1.78 Q V . . . .

14.000 0.8583 1.79 Q V . . . .

14.017 0.8607 1.79 Q V . . . .

14.033 0.8632 1.80 Q V . . . .

14.050 0.8657 1.81 Q V . . . .

14.067 0.8682 1.82 Q V . . . .

14.083 0.8707 1.82 Q V . . . .

14.100 0.8733 1.83 Q V . . . .

14.117 0.8758 1.84 Q V . . . .

14.133 0.8783 1.84 Q V . . . .

14.150 0.8809 1.85 Q V . . . .

14.167 0.8834 1.86 Q V . . . .

14.183 0.8860 1.86 Q V . . . .

14.200 0.8886 1.87 Q V . . . .

14.217 0.8912 1.88 Q V . . . .

14.233 0.8938 1.88 Q V . . . .

14.250 0.8964 1.89 Q V . . . .

14.267 0.8990 1.90 Q V . . . .

14.283 0.9016 1.91 Q V . . . .

14.300 0.9042 1.92 Q V . . . .

14.317 0.9069 1.94 Q V . . . .

14.333 0.9096 1.95 Q V . . . .

14.350 0.9123 1.97 Q V . . . .

14.367 0.9151 1.99 Q V . . . .

14.383 0.9178 2.00 Q V . . . .

14.400 0.9206 2.02 Q V . . . .

14.417 0.9234 2.03 Q V . . . .

14.433 0.9262 2.05 Q V . . . .

14.450 0.9291 2.06 Q V . . . .

14.467 0.9319 2.08 Q V . . . .

14.483 0.9348 2.10 Q V . . . .

14.500 0.9377 2.11 Q V . . . .

14.517 0.9406 2.13 Q V . . . .

14.533 0.9436 2.14 Q V . . . .

14.550 0.9466 2.16 Q V . . . .

14.567 0.9496 2.17 .Q V . . . .

14.583 0.9526 2.18 .Q V . . . .

14.600 0.9556 2.19 .Q V . . . .

14.617 0.9586 2.20 .Q V . . . .

14.633 0.9617 2.21 .Q V . . . .

14.650 0.9647 2.22 .Q V . . . .

14.667 0.9678 2.23 .Q V . . . .

14.683 0.9709 2.23 .Q V . . . .

14.700 0.9740 2.24 .Q V. . . .

14.717 0.9771 2.25 .Q V. . . .

14.733 0.9802 2.26 .Q V. . . .

14.750 0.9833 2.27 .Q V. . . .

14.767 0.9864 2.28 .Q V. . . .

14.783 0.9896 2.29 .Q V. . . .

14.800 0.9927 2.29 .Q V. . . .

14.817 0.9959 2.30 .Q V. . . .

14.833 0.9991 2.31 .Q V. . . .

14.850 1.0023 2.32 .Q V. . . .

14.867 1.0055 2.34 .Q V. . . .

14.883 1.0088 2.36 .Q V. . . .

14.900 1.0121 2.39 .Q V. . . .

14.917 1.0154 2.41 .Q V. . . .

14.933 1.0187 2.44 .Q V. . . .

14.950 1.0221 2.46 .Q V. . . .

14.967 1.0255 2.48 .Q V. . . .

14.983 1.0290 2.51 .Q V. . . .

15.000 1.0325 2.53 .Q V. . . .

15.017 1.0360 2.56 .Q V. . . .

15.033 1.0396 2.58 .Q V. . . .

15.050 1.0431 2.60 .Q V. . . .

15.067 1.0468 2.63 .Q V. . . .

15.083 1.0504 2.65 .Q V. . . .

15.100 1.0541 2.68 .Q V. . . .

15.117 1.0578 2.70 .Q V. . . .

15.133 1.0616 2.72 .Q V. . . .

15.150 1.0653 2.74 .Q V. . . .

15.167 1.0692 2.76 .Q V. . . .

15.183 1.0730 2.78 .Q V. . . .

15.200 1.0768 2.80 .Q V. . . .

15.217 1.0807 2.82 .Q V . . .

15.233 1.0846 2.83 .Q V . . .

15.250 1.0885 2.85 .Q V . . .

15.267 1.0925 2.87 .Q V . . .

15.283 1.0965 2.89 .Q V . . .

15.300 1.1005 2.91 .Q V . . .

15.317 1.1045 2.92 .Q V . . .

15.333 1.1086 2.94 .Q V . . .

15.350 1.1126 2.96 .Q V . . .

15.367 1.1167 2.98 .Q V . . .

15.383 1.1209 2.99 .Q V . . .

15.400 1.1250 3.01 .Q V . . .

15.417 1.1292 3.03 .Q V . . .

15.433 1.1334 3.06 .Q V . . .

15.450 1.1377 3.15 .Q V . . .

15.467 1.1422 3.24 .Q V . . .

15.483 1.1468 3.34 .Q V . . .

15.500 1.1515 3.43 .Q V . . .

15.517 1.1564 3.53 .Q V . . .

15.533 1.1614 3.62 .Q V . . .

15.550 1.1665 3.72 .Q V . . .

15.567 1.1718 3.81 .Q V . . .

15.583 1.1772 3.91 .Q V . . .

15.600 1.1827 4.00 .Q V . . .

15.617 1.1883 4.10 .Q .V . . .

15.633 1.1941 4.19 .Q .V . . .

15.650 1.2000 4.29 .Q .V . . .

15.667 1.2060 4.38 . Q .V . . .

15.683 1.2122 4.48 . Q .V . . .

15.700 1.2185 4.57 . Q .V . . .

15.717 1.2250 4.69 . Q .V . . .

15.733 1.2321 5.15 . Q .V . . .

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15.767 1.2487 6.32 . Q .V . . .

15.783 1.2582 6.90 . Q .V . . .

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15.817 1.2796 8.07 . Q .V . . .

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15.850 1.3042 9.23 . Q . V . . .

15.867 1.3177 9.81 . Q . V . . .

15.883 1.3321 10.40 . Q . V . . .

15.900 1.3472 10.98 . Q . V . . .

15.917 1.3631 11.56 . Q . V . . .

15.933 1.3798 12.14 . Q . V . . .

15.950 1.3974 12.73 . Q . V . . .

15.967 1.4157 13.31 . Q . V . . .

15.983 1.4348 13.89 . Q . V . . .

16.000 1.4548 14.48 . Q . V . . .

16.017 1.4780 16.85 . Q . V . . .

16.033 1.5069 21.00 . Q. V . . .

16.050 1.5416 25.16 . .Q V . . .

16.067 1.5820 29.32 . . QV . . .

16.083 1.6281 33.48 . . Q . . .

16.100 1.6799 37.64 . . V Q . . .

16.117 1.7375 41.80 . . V Q. . .

16.133 1.8008 45.95 . . V .Q . .

16.150 1.8698 50.11 . . V . Q . .

16.167 1.9446 54.27 . . V . Q . .

16.183 2.0250 58.43 . . V . Q . .

16.200 2.1112 62.59 . . V. Q . .

16.217 2.2032 66.75 . . V Q .

16.233 2.3008 70.90 . . .V . Q .

16.250 2.4042 75.06 . . . V . Q .

16.267 2.5134 79.22 . . . V . Q .

16.283 2.6282 83.38 . . . V . Q .

16.300 2.7476 86.71 . . . V . Q

16.317 2.8591 80.92 . . . V . Q .

16.333 2.9639 76.09 . . . V . Q .

16.350 3.0621 71.27 . . . V . Q .

16.367 3.1536 66.45 . . . VQ .

16.383 3.2385 61.62 . . . QV. .

16.400 3.3167 56.80 . . . Q V .

16.417 3.3883 51.97 . . . Q .V .

16.433 3.4532 47.15 . . .Q .V .

16.450 3.5115 42.33 . . Q. . V .

16.467 3.5632 37.50 . . Q . . V .

16.483 3.6082 32.68 . . Q . . V .

16.500 3.6466 27.85 . . Q . . V .

16.517 3.6783 23.03 . Q . . V .

16.533 3.7034 18.21 . Q . . . V .

16.550 3.7218 13.38 . Q . . . V .

16.567 3.7336 8.56 . Q . . . V .

16.583 3.7393 4.12 .Q . . . V .

16.600 3.7437 3.21 .Q . . . V .

16.617 3.7480 3.17 .Q . . . V .

16.633 3.7524 3.13 .Q . . . V .

16.650 3.7566 3.08 .Q . . . V .

16.667 3.7608 3.04 .Q . . . V .

16.683 3.7649 3.00 .Q . . . V .

16.700 3.7690 2.95 .Q . . . V .

16.717 3.7730 2.91 .Q . . . V .

16.733 3.7770 2.87 .Q . . . V .

16.750 3.7808 2.83 .Q . . . V .

16.767 3.7847 2.78 .Q . . . V .

16.783 3.7884 2.74 .Q . . . V .

16.800 3.7922 2.70 .Q . . . V .

16.817 3.7958 2.65 .Q . . . V .

16.833 3.7994 2.61 .Q . . . V .

16.850 3.8029 2.57 .Q . . . V .

16.867 3.8064 2.52 .Q . . . V .

16.883 3.8098 2.49 .Q . . . V .

16.900 3.8132 2.46 .Q . . . V .

16.917 3.8166 2.44 .Q . . . V .

16.933 3.8199 2.41 .Q . . . V .

16.950 3.8232 2.38 .Q . . . V .

16.967 3.8265 2.36 .Q . . . V .

16.983 3.8297 2.33 .Q . . . V .

17.000 3.8328 2.31 .Q . . . V .

17.017 3.8360 2.28 .Q . . . V .

17.033 3.8391 2.25 .Q . . . V .

17.050 3.8421 2.23 .Q . . . V .

17.067 3.8452 2.20 .Q . . . V .

17.083 3.8482 2.17 .Q . . . V .

17.100 3.8511 2.15 Q . . . V .

17.117 3.8541 2.12 Q . . . V .

17.133 3.8569 2.09 Q . . . V .

17.150 3.8598 2.07 Q . . . V .

17.167 3.8626 2.04 Q . . . V .

17.183 3.8654 2.02 Q . . . V .

17.200 3.8681 2.00 Q . . . V .

17.217 3.8709 1.98 Q . . . V .

17.233 3.8736 1.96 Q . . . V .

17.250 3.8763 1.94 Q . . . V .

17.267 3.8789 1.92 Q . . . V .

17.283 3.8815 1.90 Q . . . V .

17.300 3.8841 1.88 Q . . . V .

17.317 3.8867 1.86 Q . . . V .

17.333 3.8892 1.84 Q . . . V .

17.350 3.8918 1.82 Q . . . V .

17.367 3.8942 1.80 Q . . . V .

17.383 3.8967 1.78 Q . . . V .

17.400 3.8991 1.76 Q . . . V .

17.417 3.9015 1.74 Q . . . V .

17.433 3.9039 1.72 Q . . . V .

17.450 3.9063 1.71 Q . . . V .

17.467 3.9086 1.69 Q . . . V .

17.483 3.9109 1.68 Q . . . V .

17.500 3.9132 1.67 Q . . . V .

17.517 3.9155 1.66 Q . . . V .

17.533 3.9178 1.65 Q . . . V .

17.550 3.9200 1.64 Q . . . V .

17.567 3.9223 1.63 Q . . . V .

17.583 3.9245 1.62 Q . . . V .

17.600 3.9267 1.61 Q . . . V .

17.617 3.9289 1.60 Q . . . V .

17.633 3.9311 1.58 Q . . . V .

17.650 3.9333 1.57 Q . . . V .

17.667 3.9354 1.56 Q . . . V .

17.683 3.9375 1.55 Q . . . V .

17.700 3.9397 1.54 Q . . . V .

17.717 3.9418 1.53 Q . . . V .

17.733 3.9439 1.52 Q . . . V .

17.750 3.9459 1.51 Q . . . V .

17.767 3.9480 1.50 Q . . . V .

17.783 3.9501 1.49 Q . . . V .

17.800 3.9521 1.49 Q . . . V .

17.817 3.9542 1.48 Q . . . V .

17.833 3.9562 1.47 Q . . . V .

17.850 3.9582 1.46 Q . . . V .

17.867 3.9602 1.45 Q . . . V .

17.883 3.9622 1.45 Q . . . V .

17.900 3.9642 1.44 Q . . . V .

17.917 3.9661 1.43 Q . . . V .

17.933 3.9681 1.42 Q . . . V .

17.950 3.9700 1.41 Q . . . V .

17.967 3.9720 1.41 Q . . . V .

17.983 3.9739 1.40 Q . . . V .

18.000 3.9758 1.39 Q . . . V .

18.017 3.9777 1.38 Q . . . V .

18.033 3.9796 1.37 Q . . . V .

18.050 3.9815 1.35 Q . . . V .

18.067 3.9833 1.33 Q . . . V .

18.083 3.9851 1.31 Q . . . V .

18.100 3.9869 1.29 Q . . . V .

18.117 3.9886 1.27 Q . . . V .

18.133 3.9904 1.25 Q . . . V .

18.150 3.9921 1.23 Q . . . V .

18.167 3.9937 1.21 Q . . . V .

18.183 3.9954 1.19 Q . . . V .

18.200 3.9970 1.17 Q . . . V .

18.217 3.9986 1.16 Q . . . V .

18.233 4.0001 1.14 Q . . . V .

18.250 4.0017 1.12 Q . . . V .

18.267 4.0032 1.10 Q . . . V .

18.283 4.0047 1.08 Q . . . V .

18.300 4.0061 1.06 Q . . . V .

18.317 4.0076 1.04 Q . . . V .

18.333 4.0090 1.04 Q . . . V .

18.350 4.0104 1.03 Q . . . V .

18.367 4.0118 1.03 Q . . . V .

18.383 4.0132 1.02 Q . . . V .

18.400 4.0146 1.02 Q . . . V .

18.417 4.0160 1.01 Q . . . V .

18.433 4.0174 1.01 Q . . . V .

18.450 4.0188 1.00 Q . . . V .

18.467 4.0202 1.00 Q . . . V .

18.483 4.0215 0.99 Q . . . V .

18.500 4.0229 0.99 Q . . . V .

18.517 4.0243 0.98 Q . . . V .

18.533 4.0256 0.98 Q . . . V .

18.550 4.0269 0.97 Q . . . V .

18.567 4.0283 0.97 Q . . . V .

18.583 4.0296 0.96 Q . . . V .

18.600 4.0309 0.96 Q . . . V .

18.617 4.0322 0.96 Q . . . V .

18.633 4.0336 0.95 Q . . . V .

18.650 4.0349 0.95 Q . . . V .

18.667 4.0362 0.94 Q . . . V .

18.683 4.0375 0.94 Q . . . V .

18.700 4.0388 0.94 Q . . . V .

18.717 4.0400 0.93 Q . . . V .

18.733 4.0413 0.93 Q . . . V .

18.750 4.0426 0.93 Q . . . V .

18.767 4.0439 0.92 Q . . . V .

18.783 4.0451 0.92 Q . . . V .

18.800 4.0464 0.91 Q . . . V .

18.817 4.0476 0.91 Q . . . V .

18.833 4.0489 0.91 Q . . . V .

18.850 4.0501 0.90 Q . . . V .

18.867 4.0514 0.90 Q . . . V .

18.883 4.0526 0.89 Q . . . V .

18.900 4.0538 0.89 Q . . . V .

18.917 4.0550 0.89 Q . . . V .

18.933 4.0563 0.88 Q . . . V .

18.950 4.0575 0.88 Q . . . V .

18.967 4.0587 0.88 Q . . . V .

18.983 4.0599 0.87 Q . . . V .

19.000 4.0611 0.87 Q . . . V .

19.017 4.0623 0.87 Q . . . V .

19.033 4.0635 0.86 Q . . . V .

19.050 4.0647 0.86 Q . . . V .

19.067 4.0658 0.86 Q . . . V .

19.083 4.0670 0.85 Q . . . V .

19.100 4.0682 0.85 Q . . . V .

19.117 4.0694 0.85 Q . . . V .

19.133 4.0705 0.85 Q . . . V .

19.150 4.0717 0.84 Q . . . V .

19.167 4.0728 0.84 Q . . . V .

19.183 4.0740 0.84 Q . . . V .

19.200 4.0751 0.83 Q . . . V .

19.217 4.0763 0.83 Q . . . V .

19.233 4.0774 0.83 Q . . . V .

19.250 4.0786 0.82 Q . . . V .

19.267 4.0797 0.82 Q . . . V .

19.283 4.0808 0.82 Q . . . V .

19.300 4.0819 0.82 Q . . . V .

19.317 4.0831 0.81 Q . . . V .

19.333 4.0842 0.81 Q . . . V .

19.350 4.0853 0.81 Q . . . V .

19.367 4.0864 0.81 Q . . . V .

19.383 4.0875 0.80 Q . . . V .

19.400 4.0886 0.80 Q . . . V .

19.417 4.0897 0.80 Q . . . V .

19.433 4.0908 0.79 Q . . . V .

19.450 4.0919 0.79 Q . . . V .

19.467 4.0930 0.79 Q . . . V .

19.483 4.0941 0.79 Q . . . V .

19.500 4.0951 0.78 Q . . . V .

19.517 4.0962 0.78 Q . . . V .

19.533 4.0973 0.78 Q . . . V .

19.550 4.0984 0.78 Q . . . V .

19.567 4.0994 0.77 Q . . . V .

19.583 4.1005 0.77 Q . . . V .

19.600 4.1015 0.77 Q . . . V .

19.617 4.1026 0.77 Q . . . V .

19.633 4.1037 0.76 Q . . . V .

19.650 4.1047 0.76 Q . . . V .

19.667 4.1058 0.76 Q . . . V .

19.683 4.1068 0.76 Q . . . V .

19.700 4.1078 0.76 Q . . . V .

19.717 4.1089 0.75 Q . . . V .

19.733 4.1099 0.75 Q . . . V .

19.750 4.1109 0.75 Q . . . V .

19.767 4.1120 0.75 Q . . . V .

19.783 4.1130 0.74 Q . . . V .

19.800 4.1140 0.74 Q . . . V .

19.817 4.1150 0.74 Q . . . V .

19.833 4.1161 0.74 Q . . . V .

19.850 4.1171 0.74 Q . . . V .

19.867 4.1181 0.73 Q . . . V .

19.883 4.1191 0.73 Q . . . V .

19.900 4.1201 0.73 Q . . . V .

19.917 4.1211 0.73 Q . . . V .

19.933 4.1221 0.73 Q . . . V .

19.950 4.1231 0.72 Q . . . V .

19.967 4.1241 0.72 Q . . . V .

19.983 4.1251 0.72 Q . . . V .

20.000 4.1261 0.72 Q . . . V .

20.017 4.1270 0.71 Q . . . V .

20.033 4.1280 0.71 Q . . . V .

20.050 4.1290 0.71 Q . . . V .

20.067 4.1300 0.71 Q . . . V .

20.083 4.1310 0.71 Q . . . V .

20.100 4.1319 0.71 Q . . . V .

20.117 4.1329 0.70 Q . . . V .

20.133 4.1339 0.70 Q . . . V .

20.150 4.1348 0.70 Q . . . V .

20.167 4.1358 0.70 Q . . . V .

20.183 4.1367 0.70 Q . . . V .

20.200 4.1377 0.69 Q . . . V .

20.217 4.1387 0.69 Q . . . V .

20.233 4.1396 0.69 Q . . . V .

20.250 4.1406 0.69 Q . . . V .

20.267 4.1415 0.69 Q . . . V .

20.283 4.1424 0.68 Q . . . V .

20.300 4.1434 0.68 Q . . . V .

20.317 4.1443 0.68 Q . . . V .

20.333 4.1453 0.68 Q . . . V .

20.350 4.1462 0.68 Q . . . V .

20.367 4.1471 0.68 Q . . . V .

20.383 4.1480 0.67 Q . . . V .

20.400 4.1490 0.67 Q . . . V .

20.417 4.1499 0.67 Q . . . V .

20.433 4.1508 0.67 Q . . . V .

20.450 4.1517 0.67 Q . . . V .

20.467 4.1527 0.67 Q . . . V .

20.483 4.1536 0.66 Q . . . V .

20.500 4.1545 0.66 Q . . . V .

20.517 4.1554 0.66 Q . . . V .

20.533 4.1563 0.66 Q . . . V .

20.550 4.1572 0.66 Q . . . V .

20.567 4.1581 0.66 Q . . . V .

20.583 4.1590 0.65 Q . . . V .

20.600 4.1599 0.65 Q . . . V .

20.617 4.1608 0.65 Q . . . V .

20.633 4.1617 0.65 Q . . . V .

20.650 4.1626 0.65 Q . . . V .

20.667 4.1635 0.65 Q . . . V .

20.683 4.1644 0.65 Q . . . V .

20.700 4.1653 0.64 Q . . . V .

20.717 4.1662 0.64 Q . . . V .

20.733 4.1670 0.64 Q . . . V .

20.750 4.1679 0.64 Q . . . V .

20.767 4.1688 0.64 Q . . . V .

20.783 4.1697 0.64 Q . . . V .

20.800 4.1706 0.64 Q . . . V .

20.817 4.1714 0.63 Q . . . V .

20.833 4.1723 0.63 Q . . . V .

20.850 4.1732 0.63 Q . . . V .

20.867 4.1740 0.63 Q . . . V .

20.883 4.1749 0.63 Q . . . V .

20.900 4.1758 0.63 Q . . . V .

20.917 4.1766 0.63 Q . . . V .

20.933 4.1775 0.62 Q . . . V .

20.950 4.1783 0.62 Q . . . V .

20.967 4.1792 0.62 Q . . . V .

20.983 4.1801 0.62 Q . . . V .

21.000 4.1809 0.62 Q . . . V .

21.017 4.1818 0.62 Q . . . V .

21.033 4.1826 0.62 Q . . . V .

21.050 4.1834 0.61 Q . . . V .

21.067 4.1843 0.61 Q . . . V .

21.083 4.1851 0.61 Q . . . V .

21.100 4.1860 0.61 Q . . . V .

21.117 4.1868 0.61 Q . . . V .

21.133 4.1876 0.61 Q . . . V .

21.150 4.1885 0.61 Q . . . V .

21.167 4.1893 0.61 Q . . . V .

21.183 4.1901 0.60 Q . . . V .

21.200 4.1910 0.60 Q . . . V .

21.217 4.1918 0.60 Q . . . V .

21.233 4.1926 0.60 Q . . . V .

21.250 4.1935 0.60 Q . . . V .

21.267 4.1943 0.60 Q . . . V .

21.283 4.1951 0.60 Q . . . V .

21.300 4.1959 0.60 Q . . . V .

21.317 4.1967 0.59 Q . . . V .

21.333 4.1976 0.59 Q . . . V .

21.350 4.1984 0.59 Q . . . V .

21.367 4.1992 0.59 Q . . . V .

21.383 4.2000 0.59 Q . . . V .

21.400 4.2008 0.59 Q . . . V .

21.417 4.2016 0.59 Q . . . V .

21.433 4.2024 0.59 Q . . . V .

21.450 4.2032 0.58 Q . . . V .

21.467 4.2040 0.58 Q . . . V .

21.483 4.2048 0.58 Q . . . V .

21.500 4.2056 0.58 Q . . . V .

21.517 4.2064 0.58 Q . . . V .

21.533 4.2072 0.58 Q . . . V .

21.550 4.2080 0.58 Q . . . V .

21.567 4.2088 0.58 Q . . . V .

21.583 4.2096 0.58 Q . . . V .

21.600 4.2104 0.57 Q . . . V .

21.617 4.2112 0.57 Q . . . V .

21.633 4.2120 0.57 Q . . . V.

21.650 4.2128 0.57 Q . . . V.

21.667 4.2135 0.57 Q . . . V.

21.683 4.2143 0.57 Q . . . V.

21.700 4.2151 0.57 Q . . . V.

21.717 4.2159 0.57 Q . . . V.

21.733 4.2167 0.57 Q . . . V.

21.750 4.2174 0.56 Q . . . V.

21.767 4.2182 0.56 Q . . . V.

21.783 4.2190 0.56 Q . . . V.

21.800 4.2198 0.56 Q . . . V.

21.817 4.2205 0.56 Q . . . V.

21.833 4.2213 0.56 Q . . . V.

21.850 4.2221 0.56 Q . . . V.

21.867 4.2228 0.56 Q . . . V.

21.883 4.2236 0.56 Q . . . V.

21.900 4.2244 0.55 Q . . . V.

21.917 4.2251 0.55 Q . . . V.

21.933 4.2259 0.55 Q . . . V.

21.950 4.2267 0.55 Q . . . V.

21.967 4.2274 0.55 Q . . . V.

21.983 4.2282 0.55 Q . . . V.

22.000 4.2289 0.55 Q . . . V.

22.017 4.2297 0.55 Q . . . V.

22.033 4.2304 0.55 Q . . . V.

22.050 4.2312 0.55 Q . . . V.

22.067 4.2319 0.54 Q . . . V.

22.083 4.2327 0.54 Q . . . V.

22.100 4.2334 0.54 Q . . . V.

22.117 4.2342 0.54 Q . . . V.

22.133 4.2349 0.54 Q . . . V.

22.150 4.2357 0.54 Q . . . V.

22.167 4.2364 0.54 Q . . . V.

22.183 4.2371 0.54 Q . . . V.

22.200 4.2379 0.54 Q . . . V.

22.217 4.2386 0.54 Q . . . V.

22.233 4.2394 0.54 Q . . . V.

22.250 4.2401 0.53 Q . . . V.

22.267 4.2408 0.53 Q . . . V.

22.283 4.2416 0.53 Q . . . V.

22.300 4.2423 0.53 Q . . . V.

22.317 4.2430 0.53 Q . . . V.

22.333 4.2438 0.53 Q . . . V.

22.350 4.2445 0.53 Q . . . V.

22.367 4.2452 0.53 Q . . . V.

22.383 4.2459 0.53 Q . . . V.

22.400 4.2467 0.53 Q . . . V.

22.417 4.2474 0.53 Q . . . V.

22.433 4.2481 0.52 Q . . . V.

22.450 4.2488 0.52 Q . . . V.

22.467 4.2495 0.52 Q . . . V.

22.483 4.2503 0.52 Q . . . V.

22.500 4.2510 0.52 Q . . . V.

22.517 4.2517 0.52 Q . . . V.

22.533 4.2524 0.52 Q . . . V.

22.550 4.2531 0.52 Q . . . V.

22.567 4.2538 0.52 Q . . . V.

22.583 4.2546 0.52 Q . . . V.

22.600 4.2553 0.52 Q . . . V.

22.617 4.2560 0.51 Q . . . V.

22.633 4.2567 0.51 Q . . . V.

22.650 4.2574 0.51 Q . . . V.

22.667 4.2581 0.51 Q . . . V.

22.683 4.2588 0.51 Q . . . V.

22.700 4.2595 0.51 Q . . . V.

22.717 4.2602 0.51 Q . . . V.

22.733 4.2609 0.51 Q . . . V.

22.750 4.2616 0.51 Q . . . V.

22.767 4.2623 0.51 Q . . . V.

22.783 4.2630 0.51 Q . . . V.

22.800 4.2637 0.51 Q . . . V.

22.817 4.2644 0.50 Q . . . V.

22.833 4.2651 0.50 Q . . . V.

22.850 4.2658 0.50 Q . . . V.

22.867 4.2665 0.50 Q . . . V.

22.883 4.2672 0.50 Q . . . V.

22.900 4.2679 0.50 Q . . . V.

22.917 4.2685 0.50 Q . . . V.

22.933 4.2692 0.50 Q . . . V.

22.950 4.2699 0.50 Q . . . V.

22.967 4.2706 0.50 Q . . . V.

22.983 4.2713 0.50 Q . . . V.

23.000 4.2720 0.50 Q . . . V.

23.017 4.2727 0.50 Q . . . V.

23.033 4.2733 0.49 Q . . . V.

23.050 4.2740 0.49 Q . . . V.

23.067 4.2747 0.49 Q . . . V.

23.083 4.2754 0.49 Q . . . V.

23.100 4.2760 0.49 Q . . . V.

23.117 4.2767 0.49 Q . . . V.

23.133 4.2774 0.49 Q . . . V.

23.150 4.2781 0.49 Q . . . V.

23.167 4.2787 0.49 Q . . . V.

23.183 4.2794 0.49 Q . . . V.

23.200 4.2801 0.49 Q . . . V.

23.217 4.2808 0.49 Q . . . V.

23.233 4.2814 0.49 Q . . . V.

23.250 4.2821 0.49 Q . . . V.

23.267 4.2828 0.48 Q . . . V.

23.283 4.2834 0.48 Q . . . V.

23.300 4.2841 0.48 Q . . . V.

23.317 4.2848 0.48 Q . . . V.

23.333 4.2854 0.48 Q . . . V.

23.350 4.2861 0.48 Q . . . V.

23.367 4.2867 0.48 Q . . . V.

23.383 4.2874 0.48 Q . . . V.

23.400 4.2881 0.48 Q . . . V.

23.417 4.2887 0.48 Q . . . V.

23.433 4.2894 0.48 Q . . . V.

23.450 4.2900 0.48 Q . . . V.

23.467 4.2907 0.48 Q . . . V.

23.483 4.2913 0.48 Q . . . V.

23.500 4.2920 0.47 Q . . . V.

23.517 4.2927 0.47 Q . . . V.

23.533 4.2933 0.47 Q . . . V.

23.550 4.2940 0.47 Q . . . V.

23.567 4.2946 0.47 Q . . . V.

23.583 4.2953 0.47 Q . . . V.

23.600 4.2959 0.47 Q . . . V.

23.617 4.2966 0.47 Q . . . V.

23.633 4.2972 0.47 Q . . . V.

23.650 4.2978 0.47 Q . . . V.

23.667 4.2985 0.47 Q . . . V.

23.683 4.2991 0.47 Q . . . V.

23.700 4.2998 0.47 Q . . . V.

23.717 4.3004 0.47 Q . . . V.

23.733 4.3011 0.47 Q . . . V.

23.750 4.3017 0.46 Q . . . V.

23.767 4.3023 0.46 Q . . . V.

23.783 4.3030 0.46 Q . . . V.

23.800 4.3036 0.46 Q . . . V.

23.817 4.3042 0.46 Q . . . V.

23.833 4.3049 0.46 Q . . . V.

23.850 4.3055 0.46 Q . . . V.

23.867 4.3062 0.46 Q . . . V.

23.883 4.3068 0.46 Q . . . V.

23.900 4.3074 0.46 Q . . . V.

23.917 4.3080 0.46 Q . . . V.

23.933 4.3087 0.46 Q . . . V.

23.950 4.3093 0.46 Q . . . V.

23.967 4.3099 0.46 Q . . . V.

23.983 4.3106 0.46 Q . . . V.

24.000 4.3112 0.46 Q . . . V.

24.017 4.3118 0.45 Q . . . V.

24.033 4.3124 0.45 Q . . . V.

24.050 4.3131 0.45 Q . . . V.

24.067 4.3137 0.45 Q . . . V.

24.083 4.3143 0.45 Q . . . V.

24.100 4.3149 0.42 Q . . . V.

24.117 4.3154 0.40 Q . . . V.

24.133 4.3159 0.37 Q . . . V.

24.150 4.3164 0.34 Q . . . V.

24.167 4.3169 0.32 Q . . . V.

24.183 4.3173 0.29 Q . . . V.

24.200 4.3176 0.27 Q . . . V.

24.217 4.3180 0.24 Q . . . V.

24.233 4.3183 0.21 Q . . . V.

24.250 4.3185 0.19 Q . . . V.

24.267 4.3187 0.16 Q . . . V.

24.283 4.3189 0.14 Q . . . V.

24.300 4.3191 0.11 Q . . . V.

24.317 4.3192 0.08 Q . . . V.

24.333 4.3193 0.06 Q . . . V.

24.350 4.3193 0.03 Q . . . V
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1461.0
10% 215.0
20% 155.0
30% 135.0
40% 115.0
50% 95.0
60% 75.0
70% 60.0
80% 40.0
90% 20.0
**************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 420.00 IS CODE = 3.2 ---------------------------------------------------------------------------- >>>>>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1<<<<< ============================================================================ INFLOW
(STREAM 1)
|
|
V __effective depth
----------- | (and volume)
| | | |
| | |....V........
| detention |<-->| outflow
| basin | |........._______
----------- | ^ | \
| | dead | basin outlet
V | storage |

OUTFLOW ---------
(STREAM 1)
ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1

THROUGH A FLOW-THROUGH DETENTION BASIN
SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS:

DEAD STORAGE(AF) = 0.000
SPECIFIED DEAD STORAGE(AF) FILLED = 0.000
SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00
BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION:

INTERVAL DEPTH OUTFLOW STORAGE

NUMBER (FT) (CFS) (AF)
1 0.00 0.00 0.000
2 0.50 3.67 0.082
3 1.00 13.97 0.227
4 2.00 50.96 0.622
5 3.00 62.52 1.102
6 4.00 88.42 1.631
7 5.00 108.29 2.185
8 6.00 125.05 2.736
9 7.00 139.81 3.264
10 8.00 153.15 3.748
11 9.00 165.42 4.142
12 10.00 176.84 4.367
============================================================================ MODIFIED-PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS):
(Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.)

CLOCK MEAN

TIME DEAD-STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ----------------------------------------------------------------------------

0.017 0.000 0.01 0.00 0.00 0.0 0.000

0.033 0.000 0.03 0.00 0.00 0.0 0.000

0.050 0.000 0.04 0.00 0.00 0.0 0.000

0.067 0.000 0.06 0.00 0.00 0.0 0.000

0.083 0.000 0.08 0.00 0.00 0.0 0.000

0.100 0.000 0.10 0.00 0.00 0.0 0.000

0.117 0.000 0.11 0.00 0.00 0.0 0.001

0.133 0.000 0.13 0.00 0.00 0.0 0.001

0.150 0.000 0.15 0.00 0.00 0.0 0.001

0.167 0.000 0.17 0.00 0.01 0.0 0.001

0.183 0.000 0.18 0.00 0.01 0.0 0.001

0.200 0.000 0.20 0.00 0.01 0.1 0.001

0.217 0.000 0.22 0.00 0.01 0.1 0.002

0.233 0.000 0.23 0.00 0.01 0.1 0.002

0.250 0.000 0.25 0.00 0.01 0.1 0.002

0.267 0.000 0.27 0.00 0.01 0.1 0.002

0.283 0.000 0.29 0.00 0.02 0.1 0.003

0.300 0.000 0.30 0.00 0.02 0.1 0.003

0.317 0.000 0.32 0.00 0.02 0.1 0.003

0.333 0.000 0.34 0.00 0.02 0.1 0.003

0.350 0.000 0.36 0.00 0.02 0.2 0.004

0.367 0.000 0.37 0.00 0.02 0.2 0.004

0.383 0.000 0.39 0.00 0.03 0.2 0.004

0.400 0.000 0.41 0.00 0.03 0.2 0.004

0.417 0.000 0.43 0.00 0.03 0.2 0.005

0.433 0.000 0.44 0.00 0.03 0.2 0.005

0.450 0.000 0.45 0.00 0.03 0.2 0.005

0.467 0.000 0.45 0.00 0.03 0.2 0.006

0.483 0.000 0.45 0.00 0.04 0.3 0.006

0.500 0.000 0.45 0.00 0.04 0.3 0.006

0.517 0.000 0.45 0.00 0.04 0.3 0.006

0.533 0.000 0.45 0.00 0.04 0.3 0.007

0.550 0.000 0.45 0.00 0.04 0.3 0.007

0.567 0.000 0.45 0.00 0.04 0.3 0.007

0.583 0.000 0.45 0.00 0.04 0.3 0.007

0.600 0.000 0.45 0.00 0.04 0.3 0.007

0.617 0.000 0.45 0.00 0.05 0.3 0.008

0.633 0.000 0.45 0.00 0.05 0.3 0.008

0.650 0.000 0.45 0.00 0.05 0.3 0.008

0.667 0.000 0.45 0.00 0.05 0.4 0.008

0.683 0.000 0.45 0.00 0.05 0.4 0.008

0.700 0.000 0.45 0.00 0.05 0.4 0.008

0.717 0.000 0.46 0.00 0.05 0.4 0.008

0.733 0.000 0.46 0.00 0.05 0.4 0.008

0.750 0.000 0.46 0.00 0.05 0.4 0.009

0.767 0.000 0.46 0.00 0.05 0.4 0.009

0.783 0.000 0.46 0.00 0.05 0.4 0.009

0.800 0.000 0.46 0.00 0.05 0.4 0.009

0.817 0.000 0.46 0.00 0.05 0.4 0.009

0.833 0.000 0.46 0.00 0.05 0.4 0.009

0.850 0.000 0.46 0.00 0.06 0.4 0.009

0.867 0.000 0.46 0.00 0.06 0.4 0.009

0.883 0.000 0.46 0.00 0.06 0.4 0.009

0.900 0.000 0.46 0.00 0.06 0.4 0.009

0.917 0.000 0.46 0.00 0.06 0.4 0.009

0.933 0.000 0.46 0.00 0.06 0.4 0.009

0.950 0.000 0.46 0.00 0.06 0.4 0.009

0.967 0.000 0.46 0.00 0.06 0.4 0.009

0.983 0.000 0.46 0.00 0.06 0.4 0.010

1.000 0.000 0.46 0.00 0.06 0.4 0.010

1.017 0.000 0.46 0.00 0.06 0.4 0.010

1.033 0.000 0.46 0.00 0.06 0.4 0.010

1.050 0.000 0.46 0.00 0.06 0.4 0.010

1.067 0.000 0.46 0.00 0.06 0.4 0.010

1.083 0.000 0.46 0.00 0.06 0.4 0.010

1.100 0.000 0.46 0.00 0.06 0.4 0.010

1.117 0.000 0.46 0.00 0.06 0.4 0.010

1.133 0.000 0.46 0.00 0.06 0.4 0.010

1.150 0.000 0.46 0.00 0.06 0.4 0.010

1.167 0.000 0.46 0.00 0.06 0.4 0.010

1.183 0.000 0.46 0.00 0.06 0.4 0.010

1.200 0.000 0.46 0.00 0.06 0.4 0.010

1.217 0.000 0.46 0.00 0.06 0.4 0.010

1.233 0.000 0.46 0.00 0.06 0.4 0.010

1.250 0.000 0.47 0.00 0.06 0.4 0.010

1.267 0.000 0.47 0.00 0.06 0.4 0.010

1.283 0.000 0.47 0.00 0.06 0.5 0.010

1.300 0.000 0.47 0.00 0.06 0.5 0.010

1.317 0.000 0.47 0.00 0.06 0.5 0.010

1.333 0.000 0.47 0.00 0.06 0.5 0.010

1.350 0.000 0.47 0.00 0.06 0.5 0.010

1.367 0.000 0.47 0.00 0.06 0.5 0.010

1.383 0.000 0.47 0.00 0.06 0.5 0.010

1.400 0.000 0.47 0.00 0.06 0.5 0.010

1.417 0.000 0.47 0.00 0.06 0.5 0.010

1.433 0.000 0.47 0.00 0.06 0.5 0.010

1.450 0.000 0.47 0.00 0.06 0.5 0.010

1.467 0.000 0.47 0.00 0.06 0.5 0.010

1.483 0.000 0.47 0.00 0.06 0.5 0.010

1.500 0.000 0.47 0.00 0.06 0.5 0.010

1.517 0.000 0.47 0.00 0.06 0.5 0.010

1.533 0.000 0.47 0.00 0.06 0.5 0.010

1.550 0.000 0.47 0.00 0.06 0.5 0.010

1.567 0.000 0.47 0.00 0.06 0.5 0.010

1.583 0.000 0.47 0.00 0.06 0.5 0.010

1.600 0.000 0.47 0.00 0.06 0.5 0.010

1.617 0.000 0.47 0.00 0.06 0.5 0.010

1.633 0.000 0.47 0.00 0.06 0.5 0.010

1.650 0.000 0.47 0.00 0.06 0.5 0.010

1.667 0.000 0.47 0.00 0.06 0.5 0.010

1.683 0.000 0.47 0.00 0.06 0.5 0.010

1.700 0.000 0.47 0.00 0.06 0.5 0.010

1.717 0.000 0.47 0.00 0.06 0.5 0.010

1.733 0.000 0.47 0.00 0.06 0.5 0.010

1.750 0.000 0.47 0.00 0.06 0.5 0.010

1.767 0.000 0.48 0.00 0.06 0.5 0.010

1.783 0.000 0.48 0.00 0.06 0.5 0.010

1.800 0.000 0.48 0.00 0.06 0.5 0.010

1.817 0.000 0.48 0.00 0.06 0.5 0.010

1.833 0.000 0.48 0.00 0.06 0.5 0.010

1.850 0.000 0.48 0.00 0.06 0.5 0.011

1.867 0.000 0.48 0.00 0.06 0.5 0.011

1.883 0.000 0.48 0.00 0.06 0.5 0.011

1.900 0.000 0.48 0.00 0.06 0.5 0.011

1.917 0.000 0.48 0.00 0.06 0.5 0.011

1.933 0.000 0.48 0.00 0.06 0.5 0.011

1.950 0.000 0.48 0.00 0.06 0.5 0.011

1.967 0.000 0.48 0.00 0.06 0.5 0.011

1.983 0.000 0.48 0.00 0.06 0.5 0.011

2.000 0.000 0.48 0.00 0.06 0.5 0.011

2.017 0.000 0.48 0.00 0.06 0.5 0.011

2.033 0.000 0.48 0.00 0.06 0.5 0.011

2.050 0.000 0.48 0.00 0.06 0.5 0.011

2.067 0.000 0.48 0.00 0.06 0.5 0.011

2.083 0.000 0.48 0.00 0.06 0.5 0.011

2.100 0.000 0.48 0.00 0.06 0.5 0.011

2.117 0.000 0.48 0.00 0.06 0.5 0.011

2.133 0.000 0.48 0.00 0.06 0.5 0.011

2.150 0.000 0.48 0.00 0.06 0.5 0.011

2.167 0.000 0.48 0.00 0.07 0.5 0.011

2.183 0.000 0.48 0.00 0.07 0.5 0.011

2.200 0.000 0.48 0.00 0.07 0.5 0.011

2.217 0.000 0.48 0.00 0.07 0.5 0.011

2.233 0.000 0.48 0.00 0.07 0.5 0.011

2.250 0.000 0.48 0.00 0.07 0.5 0.011

2.267 0.000 0.49 0.00 0.07 0.5 0.011

2.283 0.000 0.49 0.00 0.07 0.5 0.011

2.300 0.000 0.49 0.00 0.07 0.5 0.011

2.317 0.000 0.49 0.00 0.07 0.5 0.011

2.333 0.000 0.49 0.00 0.07 0.5 0.011

2.350 0.000 0.49 0.00 0.07 0.5 0.011

2.367 0.000 0.49 0.00 0.07 0.5 0.011

2.383 0.000 0.49 0.00 0.07 0.5 0.011

2.400 0.000 0.49 0.00 0.07 0.5 0.011

2.417 0.000 0.49 0.00 0.07 0.5 0.011

2.433 0.000 0.49 0.00 0.07 0.5 0.011

2.450 0.000 0.49 0.00 0.07 0.5 0.011

2.467 0.000 0.49 0.00 0.07 0.5 0.011

2.483 0.000 0.49 0.00 0.07 0.5 0.011

2.500 0.000 0.49 0.00 0.07 0.5 0.011

2.517 0.000 0.49 0.00 0.07 0.5 0.011

2.533 0.000 0.49 0.00 0.07 0.5 0.011

2.550 0.000 0.49 0.00 0.07 0.5 0.011

2.567 0.000 0.49 0.00 0.07 0.5 0.011

2.583 0.000 0.49 0.00 0.07 0.5 0.011

2.600 0.000 0.49 0.00 0.07 0.5 0.011

2.617 0.000 0.49 0.00 0.07 0.5 0.011

2.633 0.000 0.49 0.00 0.07 0.5 0.011

2.650 0.000 0.49 0.00 0.07 0.5 0.011

2.667 0.000 0.49 0.00 0.07 0.5 0.011

2.683 0.000 0.49 0.00 0.07 0.5 0.011

2.700 0.000 0.49 0.00 0.07 0.5 0.011

2.717 0.000 0.49 0.00 0.07 0.5 0.011

2.733 0.000 0.49 0.00 0.07 0.5 0.011

2.750 0.000 0.50 0.00 0.07 0.5 0.011

2.767 0.000 0.50 0.00 0.07 0.5 0.011

2.783 0.000 0.50 0.00 0.07 0.5 0.011

2.800 0.000 0.50 0.00 0.07 0.5 0.011

2.817 0.000 0.50 0.00 0.07 0.5 0.011

2.833 0.000 0.50 0.00 0.07 0.5 0.011

2.850 0.000 0.50 0.00 0.07 0.5 0.011

2.867 0.000 0.50 0.00 0.07 0.5 0.011

2.883 0.000 0.50 0.00 0.07 0.5 0.011

2.900 0.000 0.50 0.00 0.07 0.5 0.011

2.917 0.000 0.50 0.00 0.07 0.5 0.011

2.933 0.000 0.50 0.00 0.07 0.5 0.011

2.950 0.000 0.50 0.00 0.07 0.5 0.011

2.967 0.000 0.50 0.00 0.07 0.5 0.011

2.983 0.000 0.50 0.00 0.07 0.5 0.011

3.000 0.000 0.50 0.00 0.07 0.5 0.011

3.017 0.000 0.50 0.00 0.07 0.5 0.011

3.033 0.000 0.50 0.00 0.07 0.5 0.011

3.050 0.000 0.50 0.00 0.07 0.5 0.011

3.067 0.000 0.50 0.00 0.07 0.5 0.011

3.083 0.000 0.50 0.00 0.07 0.5 0.011

3.100 0.000 0.51 0.00 0.07 0.5 0.011

3.117 0.000 0.51 0.00 0.07 0.5 0.011

3.133 0.000 0.51 0.00 0.07 0.5 0.011

3.150 0.000 0.51 0.00 0.07 0.5 0.011

3.167 0.000 0.51 0.00 0.07 0.5 0.011

3.183 0.000 0.51 0.00 0.07 0.5 0.011

3.200 0.000 0.51 0.00 0.07 0.5 0.011

3.217 0.000 0.51 0.00 0.07 0.5 0.011

3.233 0.000 0.51 0.00 0.07 0.5 0.011

3.250 0.000 0.51 0.00 0.07 0.5 0.011

3.267 0.000 0.51 0.00 0.07 0.5 0.011

3.283 0.000 0.51 0.00 0.07 0.5 0.011

3.300 0.000 0.51 0.00 0.07 0.5 0.011

3.317 0.000 0.51 0.00 0.07 0.5 0.011

3.333 0.000 0.51 0.00 0.07 0.5 0.011

3.350 0.000 0.51 0.00 0.07 0.5 0.011

3.367 0.000 0.51 0.00 0.07 0.5 0.011

3.383 0.000 0.51 0.00 0.07 0.5 0.011

3.400 0.000 0.51 0.00 0.07 0.5 0.011

3.417 0.000 0.51 0.00 0.07 0.5 0.011

3.433 0.000 0.51 0.00 0.07 0.5 0.011

3.450 0.000 0.51 0.00 0.07 0.5 0.011

3.467 0.000 0.51 0.00 0.07 0.5 0.011

3.483 0.000 0.51 0.00 0.07 0.5 0.011

3.500 0.000 0.51 0.00 0.07 0.5 0.011

3.517 0.000 0.52 0.00 0.07 0.5 0.011

3.533 0.000 0.52 0.00 0.07 0.5 0.011

3.550 0.000 0.52 0.00 0.07 0.5 0.011

3.567 0.000 0.52 0.00 0.07 0.5 0.011

3.583 0.000 0.52 0.00 0.07 0.5 0.011

3.600 0.000 0.52 0.00 0.07 0.5 0.011

3.617 0.000 0.52 0.00 0.07 0.5 0.011

3.633 0.000 0.52 0.00 0.07 0.5 0.011

3.650 0.000 0.52 0.00 0.07 0.5 0.011

3.667 0.000 0.52 0.00 0.07 0.5 0.011

3.683 0.000 0.52 0.00 0.07 0.5 0.011

3.700 0.000 0.52 0.00 0.07 0.5 0.011

3.717 0.000 0.52 0.00 0.07 0.5 0.011

3.733 0.000 0.52 0.00 0.07 0.5 0.011

3.750 0.000 0.52 0.00 0.07 0.5 0.011

3.767 0.000 0.52 0.00 0.07 0.5 0.012

3.783 0.000 0.52 0.00 0.07 0.5 0.012

3.800 0.000 0.52 0.00 0.07 0.5 0.012

3.817 0.000 0.52 0.00 0.07 0.5 0.012

3.833 0.000 0.52 0.00 0.07 0.5 0.012

3.850 0.000 0.52 0.00 0.07 0.5 0.012

3.867 0.000 0.52 0.00 0.07 0.5 0.012

3.883 0.000 0.52 0.00 0.07 0.5 0.012

3.900 0.000 0.52 0.00 0.07 0.5 0.012

3.917 0.000 0.52 0.00 0.07 0.5 0.012

3.933 0.000 0.52 0.00 0.07 0.5 0.012

3.950 0.000 0.53 0.00 0.07 0.5 0.012

3.967 0.000 0.53 0.00 0.07 0.5 0.012

3.983 0.000 0.53 0.00 0.07 0.5 0.012

4.000 0.000 0.53 0.00 0.07 0.5 0.012

4.017 0.000 0.53 0.00 0.07 0.5 0.012

4.033 0.000 0.53 0.00 0.07 0.5 0.012

4.050 0.000 0.53 0.00 0.07 0.5 0.012

4.067 0.000 0.53 0.00 0.07 0.5 0.012

4.083 0.000 0.53 0.00 0.07 0.5 0.012

4.100 0.000 0.53 0.00 0.07 0.5 0.012

4.117 0.000 0.53 0.00 0.07 0.5 0.012

4.133 0.000 0.53 0.00 0.07 0.5 0.012

4.150 0.000 0.53 0.00 0.07 0.5 0.012

4.167 0.000 0.53 0.00 0.07 0.5 0.012

4.183 0.000 0.53 0.00 0.07 0.5 0.012

4.200 0.000 0.53 0.00 0.07 0.5 0.012

4.217 0.000 0.53 0.00 0.07 0.5 0.012

4.233 0.000 0.53 0.00 0.07 0.5 0.012

4.250 0.000 0.53 0.00 0.07 0.5 0.012

4.267 0.000 0.54 0.00 0.07 0.5 0.012

4.283 0.000 0.54 0.00 0.07 0.5 0.012

4.300 0.000 0.54 0.00 0.07 0.5 0.012

4.317 0.000 0.54 0.00 0.07 0.5 0.012

4.333 0.000 0.54 0.00 0.07 0.5 0.012

4.350 0.000 0.54 0.00 0.07 0.5 0.012

4.367 0.000 0.54 0.00 0.07 0.5 0.012

4.383 0.000 0.54 0.00 0.07 0.5 0.012

4.400 0.000 0.54 0.00 0.07 0.5 0.012

4.417 0.000 0.54 0.00 0.07 0.5 0.012

4.433 0.000 0.54 0.00 0.07 0.5 0.012

4.450 0.000 0.54 0.00 0.07 0.5 0.012

4.467 0.000 0.54 0.00 0.07 0.5 0.012

4.483 0.000 0.54 0.00 0.07 0.5 0.012

4.500 0.000 0.54 0.00 0.07 0.5 0.012

4.517 0.000 0.54 0.00 0.07 0.5 0.012

4.533 0.000 0.54 0.00 0.07 0.5 0.012

4.550 0.000 0.54 0.00 0.07 0.5 0.012

4.567 0.000 0.54 0.00 0.07 0.5 0.012

4.583 0.000 0.54 0.00 0.07 0.5 0.012

4.600 0.000 0.54 0.00 0.07 0.5 0.012

4.617 0.000 0.54 0.00 0.07 0.5 0.012

4.633 0.000 0.55 0.00 0.07 0.5 0.012

4.650 0.000 0.55 0.00 0.07 0.5 0.012

4.667 0.000 0.55 0.00 0.07 0.5 0.012

4.683 0.000 0.55 0.00 0.07 0.5 0.012

4.700 0.000 0.55 0.00 0.07 0.5 0.012

4.717 0.000 0.55 0.00 0.07 0.5 0.012

4.733 0.000 0.55 0.00 0.07 0.5 0.012

4.750 0.000 0.55 0.00 0.07 0.5 0.012

4.767 0.000 0.55 0.00 0.07 0.5 0.012

4.783 0.000 0.55 0.00 0.07 0.5 0.012

4.800 0.000 0.55 0.00 0.07 0.5 0.012

4.817 0.000 0.55 0.00 0.07 0.5 0.012

4.833 0.000 0.55 0.00 0.07 0.5 0.012

4.850 0.000 0.55 0.00 0.07 0.5 0.012

4.867 0.000 0.55 0.00 0.07 0.5 0.012

4.883 0.000 0.55 0.00 0.07 0.5 0.012

4.900 0.000 0.55 0.00 0.07 0.5 0.012

4.917 0.000 0.55 0.00 0.07 0.5 0.012

4.933 0.000 0.55 0.00 0.07 0.5 0.012

4.950 0.000 0.55 0.00 0.07 0.5 0.012

4.967 0.000 0.55 0.00 0.07 0.5 0.012

4.983 0.000 0.55 0.00 0.07 0.5 0.012

5.000 0.000 0.56 0.00 0.07 0.5 0.012

5.017 0.000 0.56 0.00 0.07 0.5 0.012

5.033 0.000 0.56 0.00 0.07 0.5 0.012

5.050 0.000 0.56 0.00 0.07 0.5 0.012

5.067 0.000 0.56 0.00 0.07 0.5 0.012

5.083 0.000 0.56 0.00 0.08 0.6 0.012

5.100 0.000 0.56 0.00 0.08 0.6 0.012

5.117 0.000 0.56 0.00 0.08 0.6 0.012

5.133 0.000 0.56 0.00 0.08 0.6 0.012

5.150 0.000 0.56 0.00 0.08 0.6 0.012

5.167 0.000 0.56 0.00 0.08 0.6 0.012

5.183 0.000 0.56 0.00 0.08 0.6 0.012

5.200 0.000 0.56 0.00 0.08 0.6 0.012

5.217 0.000 0.56 0.00 0.08 0.6 0.012

5.233 0.000 0.56 0.00 0.08 0.6 0.012

5.250 0.000 0.56 0.00 0.08 0.6 0.012

5.267 0.000 0.57 0.00 0.08 0.6 0.012

5.283 0.000 0.57 0.00 0.08 0.6 0.012

5.300 0.000 0.57 0.00 0.08 0.6 0.012

5.317 0.000 0.57 0.00 0.08 0.6 0.012

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5.350 0.000 0.57 0.00 0.08 0.6 0.012

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5.583 0.000 0.57 0.00 0.08 0.6 0.013

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5.733 0.000 0.58 0.00 0.08 0.6 0.013

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5.767 0.000 0.58 0.00 0.08 0.6 0.013

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5.867 0.000 0.59 0.00 0.08 0.6 0.013

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5.900 0.000 0.59 0.00 0.08 0.6 0.013

5.917 0.000 0.59 0.00 0.08 0.6 0.013

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5.983 0.000 0.59 0.00 0.08 0.6 0.013

6.000 0.000 0.59 0.00 0.08 0.6 0.013

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6.033 0.000 0.59 0.00 0.08 0.6 0.013

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6.067 0.000 0.59 0.00 0.08 0.6 0.013

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6.100 0.000 0.59 0.00 0.08 0.6 0.013

6.117 0.000 0.59 0.00 0.08 0.6 0.013

6.133 0.000 0.59 0.00 0.08 0.6 0.013

6.150 0.000 0.59 0.00 0.08 0.6 0.013

6.167 0.000 0.59 0.00 0.08 0.6 0.013

6.183 0.000 0.59 0.00 0.08 0.6 0.013

6.200 0.000 0.60 0.00 0.08 0.6 0.013

6.217 0.000 0.60 0.00 0.08 0.6 0.013

6.233 0.000 0.60 0.00 0.08 0.6 0.013

6.250 0.000 0.60 0.00 0.08 0.6 0.013

6.267 0.000 0.60 0.00 0.08 0.6 0.013

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6.300 0.000 0.60 0.00 0.08 0.6 0.013

6.317 0.000 0.60 0.00 0.08 0.6 0.013

6.333 0.000 0.60 0.00 0.08 0.6 0.013

6.350 0.000 0.60 0.00 0.08 0.6 0.013

6.367 0.000 0.60 0.00 0.08 0.6 0.013

6.383 0.000 0.60 0.00 0.08 0.6 0.013

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6.417 0.000 0.61 0.00 0.08 0.6 0.013

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6.450 0.000 0.61 0.00 0.08 0.6 0.013

6.467 0.000 0.61 0.00 0.08 0.6 0.013

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6.583 0.000 0.61 0.00 0.08 0.6 0.013

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6.650 0.000 0.61 0.00 0.08 0.6 0.014

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6.733 0.000 0.62 0.00 0.08 0.6 0.014

6.750 0.000 0.62 0.00 0.08 0.6 0.014

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6.867 0.000 0.62 0.00 0.08 0.6 0.014

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6.917 0.000 0.63 0.00 0.08 0.6 0.014

6.933 0.000 0.63 0.00 0.08 0.6 0.014

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7.033 0.000 0.63 0.00 0.08 0.6 0.014

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7.100 0.000 0.63 0.00 0.08 0.6 0.014

7.117 0.000 0.64 0.00 0.08 0.6 0.014

7.133 0.000 0.64 0.00 0.09 0.6 0.014

7.150 0.000 0.64 0.00 0.09 0.6 0.014

7.167 0.000 0.64 0.00 0.09 0.6 0.014

7.183 0.000 0.64 0.00 0.09 0.6 0.014

7.200 0.000 0.64 0.00 0.09 0.6 0.014

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7.300 0.000 0.64 0.00 0.09 0.6 0.014

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7.333 0.000 0.64 0.00 0.09 0.6 0.014

7.350 0.000 0.64 0.00 0.09 0.6 0.014

7.367 0.000 0.64 0.00 0.09 0.6 0.014

7.383 0.000 0.64 0.00 0.09 0.6 0.014

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7.733 0.000 0.66 0.00 0.09 0.7 0.015

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8.867 0.000 0.73 0.00 0.10 0.7 0.016

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8.900 0.000 0.73 0.00 0.10 0.7 0.016

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8.933 0.000 0.73 0.00 0.10 0.7 0.016

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8.983 0.000 0.73 0.00 0.10 0.7 0.016

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9.033 0.000 0.73 0.00 0.10 0.7 0.016

9.050 0.000 0.73 0.00 0.10 0.7 0.016

9.067 0.000 0.73 0.00 0.10 0.7 0.016

9.083 0.000 0.73 0.00 0.10 0.7 0.016

9.100 0.000 0.74 0.00 0.10 0.7 0.016

9.117 0.000 0.74 0.00 0.10 0.7 0.016

9.133 0.000 0.74 0.00 0.10 0.7 0.016

9.150 0.000 0.74 0.00 0.10 0.7 0.016

9.167 0.000 0.74 0.00 0.10 0.7 0.016

9.183 0.000 0.74 0.00 0.10 0.7 0.016

9.200 0.000 0.74 0.00 0.10 0.7 0.016

9.217 0.000 0.75 0.00 0.10 0.7 0.016

9.233 0.000 0.75 0.00 0.10 0.7 0.016

9.250 0.000 0.75 0.00 0.10 0.7 0.016

9.267 0.000 0.75 0.00 0.10 0.7 0.016

9.283 0.000 0.75 0.00 0.10 0.7 0.016

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9.333 0.000 0.76 0.00 0.10 0.7 0.016

9.350 0.000 0.76 0.00 0.10 0.7 0.017

9.367 0.000 0.76 0.00 0.10 0.7 0.017

9.383 0.000 0.76 0.00 0.10 0.7 0.017

9.400 0.000 0.76 0.00 0.10 0.7 0.017

9.417 0.000 0.76 0.00 0.10 0.7 0.017

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9.450 0.000 0.76 0.00 0.10 0.7 0.017

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9.583 0.000 0.77 0.00 0.10 0.8 0.017

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9.633 0.000 0.77 0.00 0.10 0.8 0.017

9.650 0.000 0.77 0.00 0.10 0.8 0.017

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9.717 0.000 0.78 0.00 0.10 0.8 0.017

9.733 0.000 0.78 0.00 0.10 0.8 0.017

9.750 0.000 0.78 0.00 0.10 0.8 0.017

9.767 0.000 0.78 0.00 0.10 0.8 0.017

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9.833 0.000 0.79 0.00 0.11 0.8 0.017

9.850 0.000 0.79 0.00 0.11 0.8 0.017

9.867 0.000 0.79 0.00 0.11 0.8 0.017

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9.917 0.000 0.80 0.00 0.11 0.8 0.017

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10.033 0.000 0.81 0.00 0.11 0.8 0.018

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10.100 0.000 0.81 0.00 0.11 0.8 0.018

10.117 0.000 0.81 0.00 0.11 0.8 0.018

10.133 0.000 0.81 0.00 0.11 0.8 0.018

10.150 0.000 0.81 0.00 0.11 0.8 0.018

10.167 0.000 0.82 0.00 0.11 0.8 0.018

10.183 0.000 0.82 0.00 0.11 0.8 0.018

10.200 0.000 0.82 0.00 0.11 0.8 0.018

10.217 0.000 0.82 0.00 0.11 0.8 0.018

10.233 0.000 0.82 0.00 0.11 0.8 0.018

10.250 0.000 0.82 0.00 0.11 0.8 0.018

10.267 0.000 0.82 0.00 0.11 0.8 0.018

10.283 0.000 0.82 0.00 0.11 0.8 0.018

10.300 0.000 0.83 0.00 0.11 0.8 0.018

10.317 0.000 0.83 0.00 0.11 0.8 0.018

10.333 0.000 0.83 0.00 0.11 0.8 0.018

10.350 0.000 0.83 0.00 0.11 0.8 0.018

10.367 0.000 0.83 0.00 0.11 0.8 0.018

10.383 0.000 0.84 0.00 0.11 0.8 0.018

10.400 0.000 0.84 0.00 0.11 0.8 0.018

10.417 0.000 0.84 0.00 0.11 0.8 0.018

10.433 0.000 0.84 0.00 0.11 0.8 0.018

10.450 0.000 0.84 0.00 0.11 0.8 0.018

10.467 0.000 0.85 0.00 0.11 0.8 0.018

10.483 0.000 0.85 0.00 0.11 0.8 0.018

10.500 0.000 0.85 0.00 0.11 0.8 0.018

10.517 0.000 0.85 0.00 0.11 0.8 0.018

10.533 0.000 0.85 0.00 0.11 0.8 0.018

10.550 0.000 0.86 0.00 0.11 0.8 0.019

10.567 0.000 0.86 0.00 0.11 0.8 0.019

10.583 0.000 0.86 0.00 0.11 0.8 0.019

10.600 0.000 0.86 0.00 0.11 0.8 0.019

10.617 0.000 0.86 0.00 0.11 0.8 0.019

10.633 0.000 0.86 0.00 0.11 0.8 0.019

10.650 0.000 0.86 0.00 0.11 0.8 0.019

10.667 0.000 0.86 0.00 0.11 0.8 0.019

10.683 0.000 0.86 0.00 0.11 0.8 0.019

10.700 0.000 0.86 0.00 0.11 0.8 0.019

10.717 0.000 0.87 0.00 0.12 0.8 0.019

10.733 0.000 0.87 0.00 0.12 0.8 0.019

10.750 0.000 0.87 0.00 0.12 0.8 0.019

10.767 0.000 0.87 0.00 0.12 0.8 0.019

10.783 0.000 0.87 0.00 0.12 0.8 0.019

10.800 0.000 0.87 0.00 0.12 0.9 0.019

10.817 0.000 0.87 0.00 0.12 0.9 0.019

10.833 0.000 0.87 0.00 0.12 0.9 0.019

10.850 0.000 0.88 0.00 0.12 0.9 0.019

10.867 0.000 0.88 0.00 0.12 0.9 0.019

10.883 0.000 0.88 0.00 0.12 0.9 0.019

10.900 0.000 0.88 0.00 0.12 0.9 0.019

10.917 0.000 0.89 0.00 0.12 0.9 0.019

10.933 0.000 0.89 0.00 0.12 0.9 0.019

10.950 0.000 0.89 0.00 0.12 0.9 0.019

10.967 0.000 0.89 0.00 0.12 0.9 0.019

10.983 0.000 0.90 0.00 0.12 0.9 0.019

11.000 0.000 0.90 0.00 0.12 0.9 0.019

11.017 0.000 0.90 0.00 0.12 0.9 0.019

11.033 0.000 0.90 0.00 0.12 0.9 0.020

11.050 0.000 0.91 0.00 0.12 0.9 0.020

11.067 0.000 0.91 0.00 0.12 0.9 0.020

11.083 0.000 0.91 0.00 0.12 0.9 0.020

11.100 0.000 0.91 0.00 0.12 0.9 0.020

11.117 0.000 0.91 0.00 0.12 0.9 0.020

11.133 0.000 0.92 0.00 0.12 0.9 0.020

11.150 0.000 0.92 0.00 0.12 0.9 0.020

11.167 0.000 0.92 0.00 0.12 0.9 0.020

11.183 0.000 0.92 0.00 0.12 0.9 0.020

11.200 0.000 0.92 0.00 0.12 0.9 0.020

11.217 0.000 0.92 0.00 0.12 0.9 0.020

11.233 0.000 0.92 0.00 0.12 0.9 0.020

11.250 0.000 0.92 0.00 0.12 0.9 0.020

11.267 0.000 0.93 0.00 0.12 0.9 0.020

11.283 0.000 0.93 0.00 0.12 0.9 0.020

11.300 0.000 0.93 0.00 0.12 0.9 0.020

11.317 0.000 0.93 0.00 0.12 0.9 0.020

11.333 0.000 0.93 0.00 0.12 0.9 0.020

11.350 0.000 0.93 0.00 0.12 0.9 0.020

11.367 0.000 0.93 0.00 0.12 0.9 0.020

11.383 0.000 0.93 0.00 0.12 0.9 0.020

11.400 0.000 0.94 0.00 0.12 0.9 0.020

11.417 0.000 0.94 0.00 0.12 0.9 0.020

11.433 0.000 0.94 0.00 0.12 0.9 0.020

11.450 0.000 0.94 0.00 0.12 0.9 0.020

11.467 0.000 0.95 0.00 0.13 0.9 0.021

11.483 0.000 0.95 0.00 0.13 0.9 0.021

11.500 0.000 0.95 0.00 0.13 0.9 0.021

11.517 0.000 0.96 0.00 0.13 0.9 0.021

11.533 0.000 0.96 0.00 0.13 0.9 0.021

11.550 0.000 0.96 0.00 0.13 0.9 0.021

11.567 0.000 0.96 0.00 0.13 0.9 0.021

11.583 0.000 0.97 0.00 0.13 0.9 0.021

11.600 0.000 0.97 0.00 0.13 0.9 0.021

11.617 0.000 0.97 0.00 0.13 0.9 0.021

11.633 0.000 0.98 0.00 0.13 0.9 0.021

11.650 0.000 0.98 0.00 0.13 0.9 0.021

11.667 0.000 0.98 0.00 0.13 0.9 0.021

11.683 0.000 0.98 0.00 0.13 0.9 0.021

11.700 0.000 0.99 0.00 0.13 0.9 0.021

11.717 0.000 0.99 0.00 0.13 1.0 0.021

11.733 0.000 0.99 0.00 0.13 1.0 0.021

11.750 0.000 0.99 0.00 0.13 1.0 0.021

11.767 0.000 0.99 0.00 0.13 1.0 0.021

11.783 0.000 0.99 0.00 0.13 1.0 0.021

11.800 0.000 1.00 0.00 0.13 1.0 0.022

11.817 0.000 1.00 0.00 0.13 1.0 0.022

11.833 0.000 1.00 0.00 0.13 1.0 0.022

11.850 0.000 1.00 0.00 0.13 1.0 0.022

11.867 0.000 1.00 0.00 0.13 1.0 0.022

11.883 0.000 1.00 0.00 0.13 1.0 0.022

11.900 0.000 1.00 0.00 0.13 1.0 0.022

11.917 0.000 1.01 0.00 0.13 1.0 0.022

11.933 0.000 1.01 0.00 0.13 1.0 0.022

11.950 0.000 1.01 0.00 0.13 1.0 0.022

11.967 0.000 1.01 0.00 0.13 1.0 0.022

11.983 0.000 1.02 0.00 0.13 1.0 0.022

12.000 0.000 1.04 0.00 0.13 1.0 0.022

12.017 0.000 1.05 0.00 0.14 1.0 0.022

12.033 0.000 1.06 0.00 0.14 1.0 0.022

12.050 0.000 1.08 0.00 0.14 1.0 0.022

12.067 0.000 1.09 0.00 0.14 1.0 0.022

12.083 0.000 1.11 0.00 0.14 1.0 0.023

12.100 0.000 1.12 0.00 0.14 1.0 0.023

12.117 0.000 1.14 0.00 0.14 1.0 0.023

12.133 0.000 1.15 0.00 0.14 1.0 0.023

12.150 0.000 1.16 0.00 0.14 1.0 0.023

12.167 0.000 1.18 0.00 0.14 1.0 0.023

12.183 0.000 1.19 0.00 0.14 1.1 0.024

12.200 0.000 1.21 0.00 0.15 1.1 0.024

12.217 0.000 1.22 0.00 0.15 1.1 0.024

12.233 0.000 1.24 0.00 0.15 1.1 0.024

12.250 0.000 1.25 0.00 0.15 1.1 0.024

12.267 0.000 1.26 0.00 0.15 1.1 0.025

12.283 0.000 1.26 0.00 0.15 1.1 0.025

12.300 0.000 1.27 0.00 0.15 1.1 0.025

12.317 0.000 1.27 0.00 0.15 1.1 0.025

12.333 0.000 1.28 0.00 0.16 1.1 0.026

12.350 0.000 1.28 0.00 0.16 1.1 0.026

12.367 0.000 1.29 0.00 0.16 1.2 0.026

12.383 0.000 1.29 0.00 0.16 1.2 0.026

12.400 0.000 1.30 0.00 0.16 1.2 0.026

12.417 0.000 1.30 0.00 0.16 1.2 0.026

12.433 0.000 1.31 0.00 0.16 1.2 0.027

12.450 0.000 1.31 0.00 0.16 1.2 0.027

12.467 0.000 1.31 0.00 0.16 1.2 0.027

12.483 0.000 1.32 0.00 0.16 1.2 0.027

12.500 0.000 1.32 0.00 0.17 1.2 0.027

12.517 0.000 1.33 0.00 0.17 1.2 0.027

12.533 0.000 1.33 0.00 0.17 1.2 0.027

12.550 0.000 1.34 0.00 0.17 1.2 0.028

12.567 0.000 1.34 0.00 0.17 1.2 0.028

12.583 0.000 1.35 0.00 0.17 1.2 0.028

12.600 0.000 1.35 0.00 0.17 1.3 0.028

12.617 0.000 1.36 0.00 0.17 1.3 0.028

12.633 0.000 1.36 0.00 0.17 1.3 0.028

12.650 0.000 1.37 0.00 0.17 1.3 0.028

12.667 0.000 1.37 0.00 0.17 1.3 0.029

12.683 0.000 1.38 0.00 0.18 1.3 0.029

12.700 0.000 1.38 0.00 0.18 1.3 0.029

12.717 0.000 1.38 0.00 0.18 1.3 0.029

12.733 0.000 1.39 0.00 0.18 1.3 0.029

12.750 0.000 1.39 0.00 0.18 1.3 0.029

12.767 0.000 1.40 0.00 0.18 1.3 0.029

12.783 0.000 1.40 0.00 0.18 1.3 0.029

12.800 0.000 1.41 0.00 0.18 1.3 0.030

12.817 0.000 1.41 0.00 0.18 1.3 0.030

12.833 0.000 1.42 0.00 0.18 1.3 0.030

12.850 0.000 1.42 0.00 0.18 1.3 0.030

12.867 0.000 1.42 0.00 0.18 1.3 0.030

12.883 0.000 1.43 0.00 0.18 1.3 0.030

12.900 0.000 1.43 0.00 0.18 1.4 0.030

12.917 0.000 1.43 0.00 0.19 1.4 0.030

12.933 0.000 1.43 0.00 0.19 1.4 0.030

12.950 0.000 1.44 0.00 0.19 1.4 0.031

12.967 0.000 1.44 0.00 0.19 1.4 0.031

12.983 0.000 1.44 0.00 0.19 1.4 0.031

13.000 0.000 1.44 0.00 0.19 1.4 0.031

13.017 0.000 1.45 0.00 0.19 1.4 0.031

13.033 0.000 1.45 0.00 0.19 1.4 0.031

13.050 0.000 1.45 0.00 0.19 1.4 0.031

13.067 0.000 1.46 0.00 0.19 1.4 0.031

13.083 0.000 1.46 0.00 0.19 1.4 0.031

13.100 0.000 1.46 0.00 0.19 1.4 0.031

13.117 0.000 1.46 0.00 0.19 1.4 0.031

13.133 0.000 1.47 0.00 0.19 1.4 0.032

13.150 0.000 1.47 0.00 0.19 1.4 0.032

13.167 0.000 1.48 0.00 0.19 1.4 0.032

13.183 0.000 1.49 0.00 0.19 1.4 0.032

13.200 0.000 1.49 0.00 0.19 1.4 0.032

13.217 0.000 1.50 0.00 0.19 1.4 0.032

13.233 0.000 1.51 0.00 0.20 1.4 0.032

13.250 0.000 1.51 0.00 0.20 1.4 0.032

13.267 0.000 1.52 0.00 0.20 1.4 0.032

13.283 0.000 1.52 0.00 0.20 1.4 0.032

13.300 0.000 1.53 0.00 0.20 1.5 0.032

13.317 0.000 1.54 0.00 0.20 1.5 0.033

13.333 0.000 1.54 0.00 0.20 1.5 0.033

13.350 0.000 1.55 0.00 0.20 1.5 0.033

13.367 0.000 1.55 0.00 0.20 1.5 0.033

13.383 0.000 1.56 0.00 0.20 1.5 0.033

13.400 0.000 1.57 0.00 0.20 1.5 0.033

13.417 0.000 1.57 0.00 0.20 1.5 0.033

13.433 0.000 1.58 0.00 0.20 1.5 0.033

13.450 0.000 1.58 0.00 0.20 1.5 0.034

13.467 0.000 1.58 0.00 0.21 1.5 0.034

13.483 0.000 1.59 0.00 0.21 1.5 0.034

13.500 0.000 1.59 0.00 0.21 1.5 0.034

13.517 0.000 1.59 0.00 0.21 1.5 0.034

13.533 0.000 1.60 0.00 0.21 1.5 0.034

13.550 0.000 1.60 0.00 0.21 1.5 0.034

13.567 0.000 1.61 0.00 0.21 1.5 0.034

13.583 0.000 1.61 0.00 0.21 1.5 0.034

13.600 0.000 1.61 0.00 0.21 1.5 0.034

13.617 0.000 1.62 0.00 0.21 1.5 0.035

13.633 0.000 1.62 0.00 0.21 1.5 0.035

13.650 0.000 1.62 0.00 0.21 1.6 0.035

13.667 0.000 1.63 0.00 0.21 1.6 0.035

13.683 0.000 1.63 0.00 0.21 1.6 0.035

13.700 0.000 1.63 0.00 0.21 1.6 0.035

13.717 0.000 1.64 0.00 0.21 1.6 0.035

13.733 0.000 1.65 0.00 0.21 1.6 0.035

13.750 0.000 1.66 0.00 0.22 1.6 0.035

13.767 0.000 1.67 0.00 0.22 1.6 0.035

13.783 0.000 1.68 0.00 0.22 1.6 0.036

13.800 0.000 1.69 0.00 0.22 1.6 0.036

13.817 0.000 1.69 0.00 0.22 1.6 0.036

13.833 0.000 1.70 0.00 0.22 1.6 0.036

13.850 0.000 1.71 0.00 0.22 1.6 0.036

13.867 0.000 1.72 0.00 0.22 1.6 0.036

13.883 0.000 1.73 0.00 0.22 1.6 0.036

13.900 0.000 1.74 0.00 0.22 1.6 0.037

13.917 0.000 1.75 0.00 0.22 1.6 0.037

13.933 0.000 1.75 0.00 0.22 1.6 0.037

13.950 0.000 1.76 0.00 0.23 1.7 0.037

13.967 0.000 1.77 0.00 0.23 1.7 0.037

13.983 0.000 1.78 0.00 0.23 1.7 0.037

14.000 0.000 1.79 0.00 0.23 1.7 0.037

14.017 0.000 1.79 0.00 0.23 1.7 0.038

14.033 0.000 1.80 0.00 0.23 1.7 0.038

14.050 0.000 1.81 0.00 0.23 1.7 0.038

14.067 0.000 1.82 0.00 0.23 1.7 0.038

14.083 0.000 1.82 0.00 0.23 1.7 0.038

14.100 0.000 1.83 0.00 0.23 1.7 0.038

14.117 0.000 1.84 0.00 0.24 1.7 0.039

14.133 0.000 1.84 0.00 0.24 1.7 0.039

14.150 0.000 1.85 0.00 0.24 1.7 0.039

14.167 0.000 1.86 0.00 0.24 1.7 0.039

14.183 0.000 1.86 0.00 0.24 1.8 0.039

14.200 0.000 1.87 0.00 0.24 1.8 0.039

14.217 0.000 1.88 0.00 0.24 1.8 0.039

14.233 0.000 1.88 0.00 0.24 1.8 0.040

14.250 0.000 1.89 0.00 0.24 1.8 0.040

14.267 0.000 1.90 0.00 0.24 1.8 0.040

14.283 0.000 1.91 0.00 0.24 1.8 0.040

14.300 0.000 1.92 0.00 0.25 1.8 0.040

14.317 0.000 1.94 0.00 0.25 1.8 0.040

14.333 0.000 1.95 0.00 0.25 1.8 0.041

14.350 0.000 1.97 0.00 0.25 1.8 0.041

14.367 0.000 1.99 0.00 0.25 1.8 0.041

14.383 0.000 2.00 0.00 0.25 1.8 0.041

14.400 0.000 2.02 0.00 0.25 1.9 0.042

14.417 0.000 2.03 0.00 0.25 1.9 0.042

14.433 0.000 2.05 0.00 0.26 1.9 0.042

14.450 0.000 2.06 0.00 0.26 1.9 0.042

14.467 0.000 2.08 0.00 0.26 1.9 0.042

14.483 0.000 2.10 0.00 0.26 1.9 0.043

14.500 0.000 2.11 0.00 0.26 1.9 0.043

14.517 0.000 2.13 0.00 0.26 1.9 0.043

14.533 0.000 2.14 0.00 0.27 1.9 0.044

14.550 0.000 2.16 0.00 0.27 2.0 0.044

14.567 0.000 2.17 0.00 0.27 2.0 0.044

14.583 0.000 2.18 0.00 0.27 2.0 0.044

14.600 0.000 2.19 0.00 0.27 2.0 0.045

14.617 0.000 2.20 0.00 0.27 2.0 0.045

14.633 0.000 2.21 0.00 0.28 2.0 0.045

14.650 0.000 2.22 0.00 0.28 2.0 0.045

14.667 0.000 2.23 0.00 0.28 2.0 0.046

14.683 0.000 2.23 0.00 0.28 2.1 0.046

14.700 0.000 2.24 0.00 0.28 2.1 0.046

14.717 0.000 2.25 0.00 0.28 2.1 0.046

14.733 0.000 2.26 0.00 0.28 2.1 0.047

14.750 0.000 2.27 0.00 0.29 2.1 0.047

14.767 0.000 2.28 0.00 0.29 2.1 0.047

14.783 0.000 2.29 0.00 0.29 2.1 0.047

14.800 0.000 2.29 0.00 0.29 2.1 0.048

14.817 0.000 2.30 0.00 0.29 2.1 0.048

14.833 0.000 2.31 0.00 0.29 2.1 0.048

14.850 0.000 2.32 0.00 0.29 2.2 0.048

14.867 0.000 2.34 0.00 0.30 2.2 0.049

14.883 0.000 2.36 0.00 0.30 2.2 0.049

14.900 0.000 2.39 0.00 0.30 2.2 0.049

14.917 0.000 2.41 0.00 0.30 2.2 0.049

14.933 0.000 2.44 0.00 0.30 2.2 0.050

14.950 0.000 2.46 0.00 0.30 2.2 0.050

14.967 0.000 2.48 0.00 0.31 2.2 0.050

14.983 0.000 2.51 0.00 0.31 2.3 0.051

15.000 0.000 2.53 0.00 0.31 2.3 0.051

15.017 0.000 2.56 0.00 0.31 2.3 0.051

15.033 0.000 2.58 0.00 0.32 2.3 0.052

15.050 0.000 2.60 0.00 0.32 2.3 0.052

15.067 0.000 2.63 0.00 0.32 2.3 0.053

15.083 0.000 2.65 0.00 0.32 2.4 0.053

15.100 0.000 2.68 0.00 0.33 2.4 0.053

15.117 0.000 2.70 0.00 0.33 2.4 0.054

15.133 0.000 2.72 0.00 0.33 2.4 0.054

15.150 0.000 2.74 0.00 0.33 2.4 0.055

15.167 0.000 2.76 0.00 0.34 2.5 0.055

15.183 0.000 2.78 0.00 0.34 2.5 0.055

15.200 0.000 2.80 0.00 0.34 2.5 0.056

15.217 0.000 2.82 0.00 0.34 2.5 0.056

15.233 0.000 2.83 0.00 0.35 2.5 0.057

15.250 0.000 2.85 0.00 0.35 2.5 0.057

15.267 0.000 2.87 0.00 0.35 2.6 0.058

15.283 0.000 2.89 0.00 0.35 2.6 0.058

15.300 0.000 2.91 0.00 0.36 2.6 0.058

15.317 0.000 2.92 0.00 0.36 2.6 0.059

15.333 0.000 2.94 0.00 0.36 2.6 0.059

15.350 0.000 2.96 0.00 0.36 2.7 0.060

15.367 0.000 2.98 0.00 0.37 2.7 0.060

15.383 0.000 2.99 0.00 0.37 2.7 0.060

15.400 0.000 3.01 0.00 0.37 2.7 0.061

15.417 0.000 3.03 0.00 0.37 2.7 0.061

15.433 0.000 3.06 0.00 0.38 2.8 0.062

15.450 0.000 3.15 0.00 0.38 2.8 0.062

15.467 0.000 3.24 0.00 0.38 2.8 0.063

15.483 0.000 3.34 0.00 0.39 2.8 0.064

15.500 0.000 3.43 0.00 0.39 2.9 0.064

15.517 0.000 3.53 0.00 0.40 2.9 0.065

15.533 0.000 3.62 0.00 0.40 2.9 0.066

15.550 0.000 3.72 0.00 0.41 3.0 0.067

15.567 0.000 3.81 0.00 0.42 3.0 0.068

15.583 0.000 3.91 0.00 0.42 3.1 0.069

15.600 0.000 4.00 0.00 0.43 3.1 0.071

15.617 0.000 4.10 0.00 0.44 3.2 0.072

15.633 0.000 4.19 0.00 0.45 3.2 0.073

15.650 0.000 4.29 0.00 0.45 3.3 0.074

15.667 0.000 4.38 0.00 0.46 3.4 0.076

15.683 0.000 4.48 0.00 0.47 3.4 0.077

15.700 0.000 4.57 0.00 0.48 3.5 0.079

15.717 0.000 4.69 0.00 0.49 3.6 0.080

15.733 0.000 5.15 0.00 0.50 3.7 0.082

15.750 0.000 5.74 0.00 0.51 3.8 0.085

15.767 0.000 6.32 0.00 0.52 4.0 0.088

15.783 0.000 6.90 0.00 0.53 4.2 0.092

15.800 0.000 7.48 0.00 0.55 4.5 0.096

15.817 0.000 8.07 0.00 0.56 4.8 0.101

15.833 0.000 8.65 0.00 0.58 5.2 0.105

15.850 0.000 9.23 0.00 0.60 5.5 0.110

15.867 0.000 9.81 0.00 0.62 5.9 0.116

15.883 0.000 10.40 0.00 0.64 6.3 0.122

15.900 0.000 10.98 0.00 0.66 6.7 0.127

15.917 0.000 11.56 0.00 0.68 7.1 0.134

15.933 0.000 12.14 0.00 0.70 7.6 0.140

15.950 0.000 12.73 0.00 0.72 8.0 0.146

15.967 0.000 13.31 0.00 0.74 8.5 0.153

15.983 0.000 13.89 0.00 0.77 9.0 0.160

16.000 0.000 14.48 0.00 0.79 9.4 0.167

16.017 0.000 16.85 0.00 0.82 10.0 0.176

16.033 0.000 21.00 0.00 0.87 10.9 0.190

16.050 0.000 25.16 0.00 0.94 12.0 0.208

16.067 0.000 29.32 0.00 1.01 13.5 0.230

16.083 0.000 33.48 0.00 1.07 15.4 0.255

16.100 0.000 37.64 0.00 1.14 17.9 0.282

16.117 0.000 41.80 0.00 1.21 20.5 0.312

16.133 0.000 45.95 0.00 1.29 23.3 0.343

16.150 0.000 50.11 0.00 1.38 26.3 0.375

16.167 0.000 54.27 0.00 1.46 29.5 0.410

16.183 0.000 58.43 0.00 1.55 32.7 0.445

16.200 0.000 62.59 0.00 1.64 36.1 0.481

16.217 0.000 66.75 0.00 1.74 39.6 0.519

16.233 0.000 70.90 0.00 1.84 43.1 0.557

16.250 0.000 75.06 0.00 1.93 46.7 0.596

16.267 0.000 79.22 0.00 2.03 49.9 0.637

16.283 0.000 83.38 0.00 2.12 51.8 0.680

16.300 0.000 86.71 0.00 2.22 52.9 0.727

16.317 0.000 80.92 0.00 2.30 53.9 0.764

16.333 0.000 76.09 0.00 2.36 54.7 0.793

16.350 0.000 71.27 0.00 2.40 55.3 0.815

16.367 0.000 66.45 0.00 2.43 55.8 0.830

16.383 0.000 61.62 0.00 2.45 56.1 0.837

16.400 0.000 56.80 0.00 2.45 56.2 0.838

16.417 0.000 51.97 0.00 2.44 56.1 0.833

16.433 0.000 47.15 0.00 2.41 55.9 0.821

16.450 0.000 42.33 0.00 2.38 55.5 0.802

16.467 0.000 37.50 0.00 2.33 55.0 0.778

16.483 0.000 32.68 0.00 2.26 54.4 0.748

16.500 0.000 27.85 0.00 2.19 53.6 0.713

16.517 0.000 23.03 0.00 2.10 52.7 0.672

16.533 0.000 18.21 0.00 2.01 51.6 0.626

16.550 0.000 13.38 0.00 1.89 48.9 0.577

16.567 0.000 8.56 0.00 1.76 44.5 0.528

16.583 0.000 4.12 0.00 1.64 39.8 0.479

16.600 0.000 3.21 0.00 1.52 35.5 0.434

16.617 0.000 3.17 0.00 1.43 31.5 0.395

16.633 0.000 3.13 0.00 1.34 28.1 0.361

16.650 0.000 3.08 0.00 1.26 25.1 0.330

16.667 0.000 3.04 0.00 1.19 22.4 0.304

16.683 0.000 3.00 0.00 1.13 20.1 0.280

16.700 0.000 2.95 0.00 1.08 18.0 0.260

16.717 0.000 2.91 0.00 1.04 16.2 0.241

16.733 0.000 2.87 0.00 0.99 14.6 0.225

16.750 0.000 2.83 0.00 0.94 13.3 0.211

16.767 0.000 2.78 0.00 0.90 12.3 0.198

16.783 0.000 2.74 0.00 0.86 11.5 0.186

16.800 0.000 2.70 0.00 0.82 10.6 0.175

16.817 0.000 2.65 0.00 0.78 9.9 0.165

16.833 0.000 2.61 0.00 0.75 9.2 0.156

16.850 0.000 2.57 0.00 0.72 8.6 0.147

16.867 0.000 2.52 0.00 0.70 8.0 0.140

16.883 0.000 2.49 0.00 0.67 7.5 0.133

16.900 0.000 2.46 0.00 0.65 7.0 0.126

16.917 0.000 2.44 0.00 0.63 6.6 0.121

16.933 0.000 2.41 0.00 0.62 6.2 0.115

16.950 0.000 2.38 0.00 0.60 5.9 0.111

16.967 0.000 2.36 0.00 0.58 5.5 0.106

16.983 0.000 2.33 0.00 0.57 5.2 0.102

17.000 0.000 2.31 0.00 0.56 5.0 0.098

17.017 0.000 2.28 0.00 0.55 4.7 0.095

17.033 0.000 2.25 0.00 0.53 4.5 0.092

17.050 0.000 2.23 0.00 0.52 4.3 0.089

17.067 0.000 2.20 0.00 0.52 4.1 0.087

17.083 0.000 2.17 0.00 0.51 3.9 0.084

17.100 0.000 2.15 0.00 0.50 3.7 0.082

17.117 0.000 2.12 0.00 0.49 3.6 0.080

17.133 0.000 2.09 0.00 0.48 3.5 0.078

17.150 0.000 2.07 0.00 0.46 3.4 0.076

17.167 0.000 2.04 0.00 0.45 3.4 0.074

17.183 0.000 2.02 0.00 0.44 3.3 0.073

17.200 0.000 2.00 0.00 0.43 3.2 0.071

17.217 0.000 1.98 0.00 0.42 3.1 0.069

17.233 0.000 1.96 0.00 0.41 3.1 0.068

17.250 0.000 1.94 0.00 0.40 3.0 0.066

17.267 0.000 1.92 0.00 0.40 2.9 0.065

17.283 0.000 1.90 0.00 0.39 2.9 0.064

17.300 0.000 1.88 0.00 0.38 2.8 0.062

17.317 0.000 1.86 0.00 0.37 2.8 0.061

17.333 0.000 1.84 0.00 0.36 2.7 0.060

17.350 0.000 1.82 0.00 0.36 2.7 0.059

17.367 0.000 1.80 0.00 0.35 2.6 0.058

17.383 0.000 1.78 0.00 0.34 2.6 0.057

17.400 0.000 1.76 0.00 0.34 2.5 0.056

17.417 0.000 1.74 0.00 0.33 2.5 0.055

17.433 0.000 1.72 0.00 0.33 2.4 0.054

17.450 0.000 1.71 0.00 0.32 2.4 0.053

17.467 0.000 1.69 0.00 0.32 2.3 0.052

17.483 0.000 1.68 0.00 0.31 2.3 0.051

17.500 0.000 1.67 0.00 0.31 2.3 0.050

17.517 0.000 1.66 0.00 0.30 2.2 0.049

17.533 0.000 1.65 0.00 0.30 2.2 0.049

17.550 0.000 1.64 0.00 0.29 2.2 0.048

17.567 0.000 1.63 0.00 0.29 2.1 0.047

17.583 0.000 1.62 0.00 0.28 2.1 0.047

17.600 0.000 1.61 0.00 0.28 2.1 0.046

17.617 0.000 1.60 0.00 0.28 2.0 0.045

17.633 0.000 1.58 0.00 0.27 2.0 0.045

17.650 0.000 1.57 0.00 0.27 2.0 0.044

17.667 0.000 1.56 0.00 0.27 2.0 0.044

17.683 0.000 1.55 0.00 0.26 1.9 0.043

17.700 0.000 1.54 0.00 0.26 1.9 0.043

17.717 0.000 1.53 0.00 0.26 1.9 0.042

17.733 0.000 1.52 0.00 0.25 1.9 0.042

17.750 0.000 1.51 0.00 0.25 1.8 0.041

17.767 0.000 1.50 0.00 0.25 1.8 0.041

17.783 0.000 1.49 0.00 0.25 1.8 0.040

17.800 0.000 1.49 0.00 0.24 1.8 0.040

17.817 0.000 1.48 0.00 0.24 1.8 0.039

17.833 0.000 1.47 0.00 0.24 1.8 0.039

17.850 0.000 1.46 0.00 0.24 1.7 0.039

17.867 0.000 1.45 0.00 0.23 1.7 0.038

17.883 0.000 1.45 0.00 0.23 1.7 0.038

17.900 0.000 1.44 0.00 0.23 1.7 0.038

17.917 0.000 1.43 0.00 0.23 1.7 0.037

17.933 0.000 1.42 0.00 0.22 1.7 0.037

17.950 0.000 1.41 0.00 0.22 1.6 0.037

17.967 0.000 1.41 0.00 0.22 1.6 0.036

17.983 0.000 1.40 0.00 0.22 1.6 0.036

18.000 0.000 1.39 0.00 0.22 1.6 0.036

18.017 0.000 1.38 0.00 0.22 1.6 0.035

18.033 0.000 1.37 0.00 0.21 1.6 0.035

18.050 0.000 1.35 0.00 0.21 1.6 0.035

18.067 0.000 1.33 0.00 0.21 1.6 0.034

18.083 0.000 1.31 0.00 0.21 1.5 0.034

18.100 0.000 1.29 0.00 0.21 1.5 0.034

18.117 0.000 1.27 0.00 0.20 1.5 0.034

18.133 0.000 1.25 0.00 0.20 1.5 0.033

18.150 0.000 1.23 0.00 0.20 1.5 0.033

18.167 0.000 1.21 0.00 0.20 1.5 0.033

18.183 0.000 1.19 0.00 0.20 1.4 0.032

18.200 0.000 1.17 0.00 0.19 1.4 0.032

18.217 0.000 1.16 0.00 0.19 1.4 0.031

18.233 0.000 1.14 0.00 0.19 1.4 0.031

18.250 0.000 1.12 0.00 0.19 1.4 0.031

18.267 0.000 1.10 0.00 0.19 1.4 0.030

18.283 0.000 1.08 0.00 0.18 1.3 0.030

18.300 0.000 1.06 0.00 0.18 1.3 0.030

18.317 0.000 1.04 0.00 0.18 1.3 0.029

18.333 0.000 1.04 0.00 0.18 1.3 0.029

18.350 0.000 1.03 0.00 0.17 1.3 0.029

18.367 0.000 1.03 0.00 0.17 1.3 0.028

18.383 0.000 1.02 0.00 0.17 1.3 0.028

18.400 0.000 1.02 0.00 0.17 1.2 0.028

18.417 0.000 1.01 0.00 0.17 1.2 0.027

18.433 0.000 1.01 0.00 0.16 1.2 0.027

18.450 0.000 1.00 0.00 0.16 1.2 0.027

18.467 0.000 1.00 0.00 0.16 1.2 0.026

18.483 0.000 0.99 0.00 0.16 1.2 0.026

18.500 0.000 0.99 0.00 0.16 1.2 0.026

18.517 0.000 0.98 0.00 0.16 1.2 0.026

18.533 0.000 0.98 0.00 0.16 1.1 0.025

18.550 0.000 0.97 0.00 0.15 1.1 0.025

18.567 0.000 0.97 0.00 0.15 1.1 0.025

18.583 0.000 0.96 0.00 0.15 1.1 0.025

18.600 0.000 0.96 0.00 0.15 1.1 0.025

18.617 0.000 0.96 0.00 0.15 1.1 0.024

18.633 0.000 0.95 0.00 0.15 1.1 0.024

18.650 0.000 0.95 0.00 0.15 1.1 0.024

18.667 0.000 0.94 0.00 0.15 1.1 0.024

18.683 0.000 0.94 0.00 0.14 1.1 0.024

18.700 0.000 0.94 0.00 0.14 1.1 0.024

18.717 0.000 0.93 0.00 0.14 1.0 0.023

18.733 0.000 0.93 0.00 0.14 1.0 0.023

18.750 0.000 0.93 0.00 0.14 1.0 0.023

18.767 0.000 0.92 0.00 0.14 1.0 0.023

18.783 0.000 0.92 0.00 0.14 1.0 0.023

18.800 0.000 0.91 0.00 0.14 1.0 0.023

18.817 0.000 0.91 0.00 0.14 1.0 0.022

18.833 0.000 0.91 0.00 0.14 1.0 0.022

18.850 0.000 0.90 0.00 0.14 1.0 0.022

18.867 0.000 0.90 0.00 0.13 1.0 0.022

18.883 0.000 0.89 0.00 0.13 1.0 0.022

18.900 0.000 0.89 0.00 0.13 1.0 0.022

18.917 0.000 0.89 0.00 0.13 1.0 0.022

18.933 0.000 0.88 0.00 0.13 1.0 0.022

18.950 0.000 0.88 0.00 0.13 1.0 0.021

18.967 0.000 0.88 0.00 0.13 1.0 0.021

18.983 0.000 0.87 0.00 0.13 1.0 0.021

19.000 0.000 0.87 0.00 0.13 0.9 0.021

19.017 0.000 0.87 0.00 0.13 0.9 0.021

19.033 0.000 0.86 0.00 0.13 0.9 0.021

19.050 0.000 0.86 0.00 0.13 0.9 0.021

19.067 0.000 0.86 0.00 0.13 0.9 0.021

19.083 0.000 0.85 0.00 0.13 0.9 0.021

19.100 0.000 0.85 0.00 0.13 0.9 0.021

19.117 0.000 0.85 0.00 0.12 0.9 0.020

19.133 0.000 0.85 0.00 0.12 0.9 0.020

19.150 0.000 0.84 0.00 0.12 0.9 0.020

19.167 0.000 0.84 0.00 0.12 0.9 0.020

19.183 0.000 0.84 0.00 0.12 0.9 0.020

19.200 0.000 0.83 0.00 0.12 0.9 0.020

19.217 0.000 0.83 0.00 0.12 0.9 0.020

19.233 0.000 0.83 0.00 0.12 0.9 0.020

19.250 0.000 0.82 0.00 0.12 0.9 0.020

19.267 0.000 0.82 0.00 0.12 0.9 0.020

19.283 0.000 0.82 0.00 0.12 0.9 0.020

19.300 0.000 0.82 0.00 0.12 0.9 0.020

19.317 0.000 0.81 0.00 0.12 0.9 0.019

19.333 0.000 0.81 0.00 0.12 0.9 0.019

19.350 0.000 0.81 0.00 0.12 0.9 0.019

19.367 0.000 0.81 0.00 0.12 0.9 0.019

19.383 0.000 0.80 0.00 0.12 0.9 0.019

19.400 0.000 0.80 0.00 0.12 0.9 0.019

19.417 0.000 0.80 0.00 0.12 0.9 0.019

19.433 0.000 0.79 0.00 0.12 0.8 0.019

19.450 0.000 0.79 0.00 0.11 0.8 0.019

19.467 0.000 0.79 0.00 0.11 0.8 0.019

19.483 0.000 0.79 0.00 0.11 0.8 0.019

19.500 0.000 0.78 0.00 0.11 0.8 0.019

19.517 0.000 0.78 0.00 0.11 0.8 0.019

19.533 0.000 0.78 0.00 0.11 0.8 0.018

19.550 0.000 0.78 0.00 0.11 0.8 0.018

19.567 0.000 0.77 0.00 0.11 0.8 0.018

19.583 0.000 0.77 0.00 0.11 0.8 0.018

19.600 0.000 0.77 0.00 0.11 0.8 0.018

19.617 0.000 0.77 0.00 0.11 0.8 0.018

19.633 0.000 0.76 0.00 0.11 0.8 0.018

19.650 0.000 0.76 0.00 0.11 0.8 0.018

19.667 0.000 0.76 0.00 0.11 0.8 0.018

19.683 0.000 0.76 0.00 0.11 0.8 0.018

19.700 0.000 0.76 0.00 0.11 0.8 0.018

19.717 0.000 0.75 0.00 0.11 0.8 0.018

19.733 0.000 0.75 0.00 0.11 0.8 0.018

19.750 0.000 0.75 0.00 0.11 0.8 0.018

19.767 0.000 0.75 0.00 0.11 0.8 0.018

19.783 0.000 0.74 0.00 0.11 0.8 0.018

19.800 0.000 0.74 0.00 0.11 0.8 0.017

19.817 0.000 0.74 0.00 0.11 0.8 0.017

19.833 0.000 0.74 0.00 0.11 0.8 0.017

19.850 0.000 0.74 0.00 0.11 0.8 0.017

19.867 0.000 0.73 0.00 0.11 0.8 0.017

19.883 0.000 0.73 0.00 0.10 0.8 0.017

19.900 0.000 0.73 0.00 0.10 0.8 0.017

19.917 0.000 0.73 0.00 0.10 0.8 0.017

19.933 0.000 0.73 0.00 0.10 0.8 0.017

19.950 0.000 0.72 0.00 0.10 0.8 0.017

19.967 0.000 0.72 0.00 0.10 0.8 0.017

19.983 0.000 0.72 0.00 0.10 0.8 0.017

20.000 0.000 0.72 0.00 0.10 0.8 0.017

20.017 0.000 0.71 0.00 0.10 0.8 0.017

20.033 0.000 0.71 0.00 0.10 0.7 0.017

20.050 0.000 0.71 0.00 0.10 0.7 0.017

20.067 0.000 0.71 0.00 0.10 0.7 0.017

20.083 0.000 0.71 0.00 0.10 0.7 0.017

20.100 0.000 0.71 0.00 0.10 0.7 0.017

20.117 0.000 0.70 0.00 0.10 0.7 0.016

20.133 0.000 0.70 0.00 0.10 0.7 0.016

20.150 0.000 0.70 0.00 0.10 0.7 0.016

20.167 0.000 0.70 0.00 0.10 0.7 0.016

20.183 0.000 0.70 0.00 0.10 0.7 0.016

20.200 0.000 0.69 0.00 0.10 0.7 0.016

20.217 0.000 0.69 0.00 0.10 0.7 0.016

20.233 0.000 0.69 0.00 0.10 0.7 0.016

20.250 0.000 0.69 0.00 0.10 0.7 0.016

20.267 0.000 0.69 0.00 0.10 0.7 0.016

20.283 0.000 0.68 0.00 0.10 0.7 0.016

20.300 0.000 0.68 0.00 0.10 0.7 0.016

20.317 0.000 0.68 0.00 0.10 0.7 0.016

20.333 0.000 0.68 0.00 0.10 0.7 0.016

20.350 0.000 0.68 0.00 0.10 0.7 0.016

20.367 0.000 0.68 0.00 0.10 0.7 0.016

20.383 0.000 0.67 0.00 0.10 0.7 0.016

20.400 0.000 0.67 0.00 0.10 0.7 0.016

20.417 0.000 0.67 0.00 0.10 0.7 0.016

20.433 0.000 0.67 0.00 0.10 0.7 0.016

20.450 0.000 0.67 0.00 0.10 0.7 0.016

20.467 0.000 0.67 0.00 0.09 0.7 0.016

20.483 0.000 0.66 0.00 0.09 0.7 0.015

20.500 0.000 0.66 0.00 0.09 0.7 0.015

20.517 0.000 0.66 0.00 0.09 0.7 0.015

20.533 0.000 0.66 0.00 0.09 0.7 0.015

20.550 0.000 0.66 0.00 0.09 0.7 0.015

20.567 0.000 0.66 0.00 0.09 0.7 0.015

20.583 0.000 0.65 0.00 0.09 0.7 0.015

20.600 0.000 0.65 0.00 0.09 0.7 0.015

20.617 0.000 0.65 0.00 0.09 0.7 0.015

20.633 0.000 0.65 0.00 0.09 0.7 0.015

20.650 0.000 0.65 0.00 0.09 0.7 0.015

20.667 0.000 0.65 0.00 0.09 0.7 0.015

20.683 0.000 0.65 0.00 0.09 0.7 0.015

20.700 0.000 0.64 0.00 0.09 0.7 0.015

20.717 0.000 0.64 0.00 0.09 0.7 0.015

20.733 0.000 0.64 0.00 0.09 0.7 0.015

20.750 0.000 0.64 0.00 0.09 0.7 0.015

20.767 0.000 0.64 0.00 0.09 0.7 0.015

20.783 0.000 0.64 0.00 0.09 0.7 0.015

20.800 0.000 0.64 0.00 0.09 0.7 0.015

20.817 0.000 0.63 0.00 0.09 0.7 0.015

20.833 0.000 0.63 0.00 0.09 0.7 0.015

20.850 0.000 0.63 0.00 0.09 0.7 0.015

20.867 0.000 0.63 0.00 0.09 0.7 0.015

20.883 0.000 0.63 0.00 0.09 0.7 0.015

20.900 0.000 0.63 0.00 0.09 0.7 0.015

20.917 0.000 0.63 0.00 0.09 0.7 0.015

20.933 0.000 0.62 0.00 0.09 0.6 0.014

20.950 0.000 0.62 0.00 0.09 0.6 0.014

20.967 0.000 0.62 0.00 0.09 0.6 0.014

20.983 0.000 0.62 0.00 0.09 0.6 0.014

21.000 0.000 0.62 0.00 0.09 0.6 0.014

21.017 0.000 0.62 0.00 0.09 0.6 0.014

21.033 0.000 0.62 0.00 0.09 0.6 0.014

21.050 0.000 0.61 0.00 0.09 0.6 0.014

21.067 0.000 0.61 0.00 0.09 0.6 0.014

21.083 0.000 0.61 0.00 0.09 0.6 0.014

21.100 0.000 0.61 0.00 0.09 0.6 0.014

21.117 0.000 0.61 0.00 0.09 0.6 0.014

21.133 0.000 0.61 0.00 0.09 0.6 0.014

21.150 0.000 0.61 0.00 0.09 0.6 0.014

21.167 0.000 0.61 0.00 0.09 0.6 0.014

21.183 0.000 0.60 0.00 0.09 0.6 0.014

21.200 0.000 0.60 0.00 0.09 0.6 0.014

21.217 0.000 0.60 0.00 0.08 0.6 0.014

21.233 0.000 0.60 0.00 0.08 0.6 0.014

21.250 0.000 0.60 0.00 0.08 0.6 0.014

21.267 0.000 0.60 0.00 0.08 0.6 0.014

21.283 0.000 0.60 0.00 0.08 0.6 0.014

21.300 0.000 0.60 0.00 0.08 0.6 0.014

21.317 0.000 0.59 0.00 0.08 0.6 0.014

21.333 0.000 0.59 0.00 0.08 0.6 0.014

21.350 0.000 0.59 0.00 0.08 0.6 0.014

21.367 0.000 0.59 0.00 0.08 0.6 0.014

21.383 0.000 0.59 0.00 0.08 0.6 0.014

21.400 0.000 0.59 0.00 0.08 0.6 0.014

21.417 0.000 0.59 0.00 0.08 0.6 0.014

21.433 0.000 0.59 0.00 0.08 0.6 0.014

21.450 0.000 0.58 0.00 0.08 0.6 0.014

21.467 0.000 0.58 0.00 0.08 0.6 0.013

21.483 0.000 0.58 0.00 0.08 0.6 0.013

21.500 0.000 0.58 0.00 0.08 0.6 0.013

21.517 0.000 0.58 0.00 0.08 0.6 0.013

21.533 0.000 0.58 0.00 0.08 0.6 0.013

21.550 0.000 0.58 0.00 0.08 0.6 0.013

21.567 0.000 0.58 0.00 0.08 0.6 0.013

21.583 0.000 0.58 0.00 0.08 0.6 0.013

21.600 0.000 0.57 0.00 0.08 0.6 0.013

21.617 0.000 0.57 0.00 0.08 0.6 0.013

21.633 0.000 0.57 0.00 0.08 0.6 0.013

21.650 0.000 0.57 0.00 0.08 0.6 0.013

21.667 0.000 0.57 0.00 0.08 0.6 0.013

21.683 0.000 0.57 0.00 0.08 0.6 0.013

21.700 0.000 0.57 0.00 0.08 0.6 0.013

21.717 0.000 0.57 0.00 0.08 0.6 0.013

21.733 0.000 0.57 0.00 0.08 0.6 0.013

21.750 0.000 0.56 0.00 0.08 0.6 0.013

21.767 0.000 0.56 0.00 0.08 0.6 0.013

21.783 0.000 0.56 0.00 0.08 0.6 0.013

21.800 0.000 0.56 0.00 0.08 0.6 0.013

21.817 0.000 0.56 0.00 0.08 0.6 0.013

21.833 0.000 0.56 0.00 0.08 0.6 0.013

21.850 0.000 0.56 0.00 0.08 0.6 0.013

21.867 0.000 0.56 0.00 0.08 0.6 0.013

21.883 0.000 0.56 0.00 0.08 0.6 0.013

21.900 0.000 0.55 0.00 0.08 0.6 0.013

21.917 0.000 0.55 0.00 0.08 0.6 0.013

21.933 0.000 0.55 0.00 0.08 0.6 0.013

21.950 0.000 0.55 0.00 0.08 0.6 0.013

21.967 0.000 0.55 0.00 0.08 0.6 0.013

21.983 0.000 0.55 0.00 0.08 0.6 0.013

22.000 0.000 0.55 0.00 0.08 0.6 0.013

22.017 0.000 0.55 0.00 0.08 0.6 0.013

22.033 0.000 0.55 0.00 0.08 0.6 0.013

22.050 0.000 0.55 0.00 0.08 0.6 0.013

22.067 0.000 0.54 0.00 0.08 0.6 0.013

22.083 0.000 0.54 0.00 0.08 0.6 0.013

22.100 0.000 0.54 0.00 0.08 0.6 0.012

22.117 0.000 0.54 0.00 0.08 0.6 0.012

22.133 0.000 0.54 0.00 0.08 0.6 0.012

22.150 0.000 0.54 0.00 0.08 0.6 0.012

22.167 0.000 0.54 0.00 0.08 0.6 0.012

22.183 0.000 0.54 0.00 0.08 0.6 0.012

22.200 0.000 0.54 0.00 0.08 0.6 0.012

22.216 0.000 0.54 0.00 0.08 0.6 0.012

22.233 0.000 0.54 0.00 0.08 0.6 0.012

22.250 0.000 0.53 0.00 0.07 0.6 0.012

22.266 0.000 0.53 0.00 0.07 0.5 0.012

22.283 0.000 0.53 0.00 0.07 0.5 0.012

22.300 0.000 0.53 0.00 0.07 0.5 0.012

22.316 0.000 0.53 0.00 0.07 0.5 0.012

22.333 0.000 0.53 0.00 0.07 0.5 0.012

22.350 0.000 0.53 0.00 0.07 0.5 0.012

22.366 0.000 0.53 0.00 0.07 0.5 0.012

22.383 0.000 0.53 0.00 0.07 0.5 0.012

22.400 0.000 0.53 0.00 0.07 0.5 0.012

22.416 0.000 0.53 0.00 0.07 0.5 0.012

22.433 0.000 0.52 0.00 0.07 0.5 0.012

22.450 0.000 0.52 0.00 0.07 0.5 0.012

22.466 0.000 0.52 0.00 0.07 0.5 0.012

22.483 0.000 0.52 0.00 0.07 0.5 0.012

22.500 0.000 0.52 0.00 0.07 0.5 0.012

22.516 0.000 0.52 0.00 0.07 0.5 0.012

22.533 0.000 0.52 0.00 0.07 0.5 0.012

22.550 0.000 0.52 0.00 0.07 0.5 0.012

22.566 0.000 0.52 0.00 0.07 0.5 0.012

22.583 0.000 0.52 0.00 0.07 0.5 0.012

22.600 0.000 0.52 0.00 0.07 0.5 0.012

22.616 0.000 0.51 0.00 0.07 0.5 0.012

22.633 0.000 0.51 0.00 0.07 0.5 0.012

22.650 0.000 0.51 0.00 0.07 0.5 0.012

22.666 0.000 0.51 0.00 0.07 0.5 0.012

22.683 0.000 0.51 0.00 0.07 0.5 0.012

22.700 0.000 0.51 0.00 0.07 0.5 0.012

22.716 0.000 0.51 0.00 0.07 0.5 0.012

22.733 0.000 0.51 0.00 0.07 0.5 0.012

22.750 0.000 0.51 0.00 0.07 0.5 0.012

22.766 0.000 0.51 0.00 0.07 0.5 0.012

22.783 0.000 0.51 0.00 0.07 0.5 0.012

22.800 0.000 0.51 0.00 0.07 0.5 0.012

22.816 0.000 0.50 0.00 0.07 0.5 0.012

22.833 0.000 0.50 0.00 0.07 0.5 0.012

22.850 0.000 0.50 0.00 0.07 0.5 0.012

22.866 0.000 0.50 0.00 0.07 0.5 0.012

22.883 0.000 0.50 0.00 0.07 0.5 0.012

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28.733 0.000 0.00 0.00 0.00 0.0 0.000

28.750 0.000 0.00 0.00 0.00 0.0 0.000

28.766 0.000 0.00 0.00 0.00 0.0 0.000

28.783 0.000 0.00 0.00 0.00 0.0 0.000

28.800 0.000 0.00 0.00 0.00 0.0 0.000

28.816 0.000 0.00 0.00 0.00 0.0 0.000

28.833 0.000 0.00 0.00 0.00 0.0 0.000

28.850 0.000 0.00 0.00 0.00 0.0 0.000

28.866 0.000 0.00 0.00 0.00 0.0 0.000

28.883 0.000 0.00 0.00 0.00 0.0 0.000

28.900 0.000 0.00 0.00 0.00 0.0 0.000

28.916 0.000 0.00 0.00 0.00 0.0 0.000

28.933 0.000 0.00 0.00 0.00 0.0 0.000

28.950 0.000 0.00 0.00 0.00 0.0 0.000

28.966 0.000 0.00 0.00 0.00 0.0 0.000

28.983 0.000 0.00 0.00 0.00 0.0 0.000

29.000 0.000 0.00 0.00 0.00 0.0 0.000

29.016 0.000 0.00 0.00 0.00 0.0 0.000

29.033 0.000 0.00 0.00 0.00 0.0 0.000

29.050 0.000 0.00 0.00 0.00 0.0 0.000

29.066 0.000 0.00 0.00 0.00 0.0 0.000

29.083 0.000 0.00 0.00 0.00 0.0 0.000

29.100 0.000 0.00 0.00 0.00 0.0 0.000

29.116 0.000 0.00 0.00 0.00 0.0 0.000

29.133 0.000 0.00 0.00 0.00 0.0 0.000

29.150 0.000 0.00 0.00 0.00 0.0 0.000

29.166 0.000 0.00 0.00 0.00 0.0 0.000

29.183 0.000 0.00 0.00 0.00 0.0 0.000

29.200 0.000 0.00 0.00 0.00 0.0 0.000

29.216 0.000 0.00 0.00 0.00 0.0 0.000

29.233 0.000 0.00 0.00 0.00 0.0 0.000

29.250 0.000 0.00 0.00 0.00 0.0 0.000

29.266 0.000 0.00 0.00 0.00 0.0 0.000

29.283 0.000 0.00 0.00 0.00 0.0 0.000

29.300 0.000 0.00 0.00 0.00 0.0 0.000

29.316 0.000 0.00 0.00 0.00 0.0 0.000

29.333 0.000 0.00 0.00 0.00 0.0 0.000

29.350 0.000 0.00 0.00 0.00 0.0 0.000

29.366 0.000 0.00 0.00 0.00 0.0 0.000

29.383 0.000 0.00 0.00 0.00 0.0 0.000

29.400 0.000 0.00 0.00 0.00 0.0 0.000

29.416 0.000 0.00 0.00 0.00 0.0 0.000

29.433 0.000 0.00 0.00 0.00 0.0 0.000

29.450 0.000 0.00 0.00 0.00 0.0 0.000

29.466 0.000 0.00 0.00 0.00 0.0 0.000

29.483 0.000 0.00 0.00 0.00 0.0 0.000

29.500 0.000 0.00 0.00 0.00 0.0 0.000

29.516 0.000 0.00 0.00 0.00 0.0 0.000

29.533 0.000 0.00 0.00 0.00 0.0 0.000

29.550 0.000 0.00 0.00 0.00 0.0 0.000

29.566 0.000 0.00 0.00 0.00 0.0 0.000

29.583 0.000 0.00 0.00 0.00 0.0 0.000

29.600 0.000 0.00 0.00 0.00 0.0 0.000

29.616 0.000 0.00 0.00 0.00 0.0 0.000

29.633 0.000 0.00 0.00 0.00 0.0 0.000

29.650 0.000 0.00 0.00 0.00 0.0 0.000

29.666 0.000 0.00 0.00 0.00 0.0 0.000

29.683 0.000 0.00 0.00 0.00 0.0 0.000

29.700 0.000 0.00 0.00 0.00 0.0 0.000

29.716 0.000 0.00 0.00 0.00 0.0 0.000

29.733 0.000 0.00 0.00 0.00 0.0 0.000

29.750 0.000 0.00 0.00 0.00 0.0 0.000

29.766 0.000 0.00 0.00 0.00 0.0 0.000

29.783 0.000 0.00 0.00 0.00 0.0 0.000

29.800 0.000 0.00 0.00 0.00 0.0 0.000

29.816 0.000 0.00 0.00 0.00 0.0 0.000

29.833 0.000 0.00 0.00 0.00 0.0 0.000

29.850 0.000 0.00 0.00 0.00 0.0 0.000

29.866 0.000 0.00 0.00 0.00 0.0 0.000

29.883 0.000 0.00 0.00 0.00 0.0 0.000

29.900 0.000 0.00 0.00 0.00 0.0 0.000

29.916 0.000 0.00 0.00 0.00 0.0 0.000

29.933 0.000 0.00 0.00 0.00 0.0 0.000

29.950 0.000 0.00 0.00 0.00 0.0 0.000

29.966 0.000 0.00 0.00 0.00 0.0 0.000

29.983 0.000 0.00 0.00 0.00 0.0 0.000

30.000 0.000 0.00 0.00 0.00 0.0 0.000
---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 4.319 AF
BASIN STORAGE = 0.000 AF (WITH 0.000 AF INITIALLY FILLED) OUTFLOW VOLUME = 4.319 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 455.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 511.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 613.71
DOWNSTREAM ELEVATION(FT) = 607.98
PIPE DIAMETER(FT) = 4.50
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.017 0.00 0.00 0.00 0.000

0.033 0.00 0.50 0.00 0.000

0.050 0.00 0.50 0.00 0.000

0.067 0.01 0.50 0.00 0.000

0.083 0.01 0.50 0.00 0.000

0.100 0.01 0.50 0.00 0.000

0.117 0.02 0.50 0.00 0.000

0.133 0.03 0.50 0.00 0.000

0.150 0.03 0.50 0.00 0.000

0.167 0.04 0.50 0.00 0.000

0.183 0.05 0.50 0.00 0.000

0.200 0.06 0.50 0.00 0.000

0.217 0.07 0.50 0.00 0.000

0.233 0.08 0.50 0.00 0.000

0.250 0.09 0.50 0.00 0.000

0.267 0.10 0.50 0.00 0.000

0.283 0.11 0.50 0.00 0.000

0.300 0.12 0.50 0.00 0.000

0.317 0.13 0.50 0.00 0.000

0.333 0.14 0.50 0.00 0.000

0.350 0.15 0.50 0.01 0.000

0.367 0.17 0.50 0.01 0.000

0.383 0.18 0.50 0.01 0.000

0.400 0.19 0.50 0.02 0.000

0.417 0.21 0.50 0.03 0.000

0.433 0.22 0.50 0.03 0.000

0.450 0.23 0.50 0.04 0.000

0.467 0.25 0.50 0.05 0.000

0.483 0.26 0.50 0.06 0.000

0.500 0.27 0.50 0.07 0.000

0.517 0.28 0.50 0.08 0.000

0.533 0.29 0.50 0.09 0.000

0.550 0.30 0.50 0.10 0.000

0.567 0.31 0.50 0.11 0.000

0.583 0.32 0.50 0.12 0.000

0.600 0.33 0.50 0.13 0.000

0.617 0.33 0.50 0.14 0.000

0.633 0.34 0.50 0.15 0.000

0.650 0.35 0.50 0.17 0.000

0.667 0.35 0.50 0.18 0.000

0.683 0.36 0.50 0.19 0.000

0.700 0.37 0.50 0.21 0.000

0.717 0.37 0.50 0.22 0.000

0.733 0.38 0.50 0.23 0.000

0.750 0.38 0.50 0.25 0.000

0.767 0.39 0.50 0.26 0.000

0.783 0.39 0.50 0.27 0.000

0.800 0.39 0.50 0.28 0.000

0.817 0.40 0.50 0.29 0.000

0.833 0.40 0.50 0.30 0.000

0.850 0.40 0.50 0.31 0.000

0.867 0.41 0.50 0.32 0.000

0.883 0.41 0.50 0.33 0.000

0.900 0.41 0.50 0.33 0.000

0.917 0.42 0.50 0.34 0.000

0.933 0.42 0.50 0.35 0.000

0.950 0.42 0.50 0.35 0.000

0.967 0.42 0.50 0.36 0.000

0.983 0.43 0.50 0.37 0.000

1.000 0.43 0.50 0.37 0.000

1.017 0.43 0.50 0.38 0.000

1.033 0.43 0.50 0.38 0.000

1.050 0.43 0.50 0.39 0.000

1.067 0.43 0.50 0.39 0.000

1.083 0.44 0.50 0.39 0.000

1.100 0.44 0.50 0.40 0.000

1.117 0.44 0.50 0.40 0.000

1.133 0.44 0.50 0.40 0.000

1.150 0.44 0.50 0.41 0.000

1.167 0.44 0.50 0.41 0.000

1.183 0.44 0.50 0.41 0.000

1.200 0.45 0.50 0.42 0.000

1.217 0.45 0.50 0.42 0.000

1.233 0.45 0.50 0.42 0.000

1.250 0.45 0.50 0.42 0.000

1.267 0.45 0.50 0.43 0.000

1.283 0.45 0.50 0.43 0.000

1.300 0.45 0.50 0.43 0.000

1.317 0.45 0.50 0.43 0.000

1.333 0.45 0.50 0.43 0.000

1.350 0.45 0.50 0.43 0.000

1.367 0.45 0.50 0.44 0.000

1.383 0.46 0.50 0.44 0.000

1.400 0.46 0.50 0.44 0.000

1.417 0.46 0.50 0.44 0.000

1.433 0.46 0.50 0.44 0.000

1.450 0.46 0.50 0.44 0.000

1.467 0.46 0.50 0.44 0.000

1.483 0.46 0.50 0.45 0.000

1.500 0.46 0.50 0.45 0.000

1.517 0.46 0.50 0.45 0.000

1.533 0.46 0.50 0.45 0.000

1.550 0.46 0.50 0.45 0.000

1.567 0.46 0.50 0.45 0.000

1.583 0.46 0.50 0.45 0.000

1.600 0.46 0.50 0.45 0.000

1.617 0.46 0.50 0.45 0.000

1.633 0.46 0.50 0.45 0.000

1.650 0.46 0.50 0.45 0.000

1.667 0.46 0.50 0.46 0.000

1.683 0.47 0.50 0.46 0.000

1.700 0.47 0.50 0.46 0.000

1.717 0.47 0.50 0.46 0.000

1.733 0.47 0.50 0.46 0.000

1.750 0.47 0.50 0.46 0.000

1.767 0.47 0.50 0.46 0.000

1.783 0.47 0.50 0.46 0.000

1.800 0.47 0.50 0.46 0.000

1.817 0.47 0.50 0.46 0.000

1.833 0.47 0.50 0.46 0.000

1.850 0.47 0.50 0.46 0.000

1.867 0.47 0.50 0.46 0.000

1.883 0.47 0.50 0.46 0.000

1.900 0.47 0.50 0.46 0.000

1.917 0.47 0.50 0.46 0.000

1.933 0.47 0.50 0.46 0.000

1.950 0.47 0.50 0.46 0.000

1.967 0.47 0.50 0.47 0.000

1.983 0.47 0.50 0.47 0.000

2.000 0.47 0.50 0.47 0.000

2.017 0.47 0.50 0.47 0.000

2.033 0.47 0.50 0.47 0.000

2.050 0.47 0.50 0.47 0.000

2.067 0.48 0.50 0.47 0.000

2.083 0.48 0.50 0.47 0.000

2.100 0.48 0.50 0.47 0.000

2.117 0.48 0.50 0.47 0.000

2.133 0.48 0.50 0.47 0.000

2.150 0.48 0.50 0.47 0.000

2.167 0.48 0.50 0.47 0.000

2.183 0.48 0.50 0.47 0.000

2.200 0.48 0.50 0.47 0.000

2.217 0.48 0.50 0.47 0.000

2.233 0.48 0.50 0.47 0.000

2.250 0.48 0.50 0.47 0.000

2.267 0.48 0.50 0.47 0.000

2.283 0.48 0.50 0.47 0.000

2.300 0.48 0.50 0.47 0.000

2.317 0.48 0.50 0.47 0.000

2.333 0.48 0.50 0.47 0.000

2.350 0.48 0.50 0.48 0.000

2.367 0.48 0.50 0.48 0.000

2.383 0.48 0.50 0.48 0.000

2.400 0.48 0.50 0.48 0.000

2.417 0.48 0.50 0.48 0.000

2.433 0.48 0.50 0.48 0.000

2.450 0.48 0.50 0.48 0.000

2.467 0.48 0.50 0.48 0.000

2.483 0.48 0.50 0.48 0.000

2.500 0.48 0.50 0.48 0.000

2.517 0.49 0.50 0.48 0.000

2.533 0.49 0.50 0.48 0.000

2.550 0.49 0.50 0.48 0.000

2.567 0.49 0.50 0.48 0.000

2.583 0.49 0.50 0.48 0.000

2.600 0.49 0.50 0.48 0.000

2.617 0.49 0.50 0.48 0.000

2.633 0.49 0.50 0.48 0.000

2.650 0.49 0.50 0.48 0.000

2.667 0.49 0.50 0.48 0.000

2.683 0.49 0.50 0.48 0.000

2.700 0.49 0.50 0.48 0.000

2.717 0.49 0.50 0.48 0.000

2.733 0.49 0.50 0.48 0.000

2.750 0.49 0.50 0.48 0.000

2.767 0.49 0.50 0.48 0.000

2.783 0.49 0.50 0.48 0.000

2.800 0.49 0.50 0.49 0.000

2.817 0.49 0.50 0.49 0.000

2.833 0.49 0.50 0.49 0.000

2.850 0.49 0.50 0.49 0.000

2.867 0.49 0.50 0.49 0.000

2.883 0.49 0.50 0.49 0.000

2.900 0.49 0.50 0.49 0.000

2.917 0.49 0.50 0.49 0.000

2.933 0.49 0.50 0.49 0.000

2.950 0.49 0.50 0.49 0.000

2.967 0.49 0.50 0.49 0.000

2.983 0.50 0.50 0.49 0.000

3.000 0.50 0.50 0.49 0.000

3.017 0.50 0.50 0.49 0.000

3.033 0.50 0.50 0.49 0.000

3.050 0.50 0.50 0.49 0.000

3.067 0.50 0.50 0.49 0.000

3.083 0.50 0.50 0.49 0.000

3.100 0.50 0.50 0.49 0.000

3.117 0.50 0.50 0.49 0.000

3.133 0.50 0.50 0.49 0.000

3.150 0.50 0.50 0.49 0.000

3.167 0.50 0.50 0.49 0.000

3.183 0.50 0.50 0.49 0.000

3.200 0.50 0.50 0.49 0.000

3.217 0.50 0.50 0.49 0.000

3.233 0.50 0.50 0.49 0.000

3.250 0.50 0.50 0.49 0.000

3.267 0.50 0.50 0.50 0.000

3.283 0.50 0.50 0.50 0.000

3.300 0.50 0.50 0.50 0.000

3.317 0.50 0.50 0.50 0.000

3.333 0.50 0.50 0.50 0.000

3.350 0.50 0.50 0.50 0.000

3.367 0.50 0.50 0.50 0.000

3.383 0.50 0.50 0.50 0.000

3.400 0.51 0.50 0.50 0.000

3.417 0.51 0.50 0.50 0.000

3.433 0.51 0.50 0.50 0.000

3.450 0.51 0.50 0.50 0.000

3.467 0.51 0.50 0.50 0.000

3.483 0.51 0.50 0.50 0.000

3.500 0.51 0.50 0.50 0.000

3.517 0.51 0.50 0.50 0.000

3.533 0.51 0.50 0.50 0.000

3.550 0.51 0.50 0.50 0.000

3.567 0.51 0.50 0.50 0.000

3.583 0.51 0.50 0.50 0.000

3.600 0.51 0.50 0.50 0.000

3.617 0.51 0.50 0.50 0.000

3.633 0.51 0.50 0.50 0.000

3.650 0.51 0.50 0.50 0.000

3.667 0.51 0.50 0.50 0.000

3.683 0.51 0.50 0.50 0.000

3.700 0.51 0.50 0.51 0.000

3.717 0.51 0.50 0.51 0.000

3.733 0.51 0.50 0.51 0.000

3.750 0.51 0.50 0.51 0.000

3.767 0.51 0.50 0.51 0.000

3.783 0.52 0.50 0.51 0.000

3.800 0.52 0.50 0.51 0.000

3.817 0.52 0.50 0.51 0.000

3.833 0.52 0.50 0.51 0.000

3.850 0.52 0.50 0.51 0.000

3.867 0.52 0.50 0.51 0.000

3.883 0.52 0.50 0.51 0.000

3.900 0.52 0.50 0.51 0.000

3.917 0.52 0.50 0.51 0.000

3.933 0.52 0.50 0.51 0.000

3.950 0.52 0.50 0.51 0.000

3.967 0.52 0.50 0.51 0.000

3.983 0.52 0.50 0.51 0.000

4.000 0.52 0.50 0.51 0.000

4.017 0.52 0.50 0.51 0.000

4.033 0.52 0.50 0.51 0.000

4.050 0.52 0.50 0.51 0.000

4.067 0.52 0.50 0.52 0.000

4.083 0.52 0.50 0.52 0.000

4.100 0.52 0.50 0.52 0.000

4.117 0.52 0.50 0.52 0.000

4.133 0.52 0.50 0.52 0.000

4.150 0.52 0.50 0.52 0.000

4.167 0.52 0.50 0.52 0.000

4.183 0.53 0.50 0.52 0.000

4.200 0.53 0.50 0.52 0.000

4.217 0.53 0.50 0.52 0.000

4.233 0.53 0.50 0.52 0.000

4.250 0.53 0.50 0.52 0.000

4.267 0.53 0.50 0.52 0.000

4.283 0.53 0.50 0.52 0.000

4.300 0.53 0.50 0.52 0.000

4.317 0.53 0.50 0.52 0.000

4.333 0.53 0.50 0.52 0.000

4.350 0.53 0.50 0.52 0.000

4.367 0.53 0.50 0.52 0.000

4.383 0.53 0.50 0.52 0.000

4.400 0.53 0.50 0.52 0.000

4.417 0.53 0.50 0.52 0.000

4.433 0.53 0.50 0.52 0.000

4.450 0.53 0.50 0.52 0.000

4.467 0.53 0.50 0.53 0.000

4.483 0.53 0.50 0.53 0.000

4.500 0.53 0.50 0.53 0.000

4.517 0.53 0.50 0.53 0.000

4.533 0.53 0.50 0.53 0.000

4.550 0.53 0.50 0.53 0.000

4.567 0.54 0.50 0.53 0.000

4.583 0.54 0.50 0.53 0.000

4.600 0.54 0.50 0.53 0.000

4.617 0.54 0.50 0.53 0.000

4.633 0.54 0.50 0.53 0.000

4.650 0.54 0.50 0.53 0.000

4.667 0.54 0.50 0.53 0.000

4.683 0.54 0.50 0.53 0.000

4.700 0.54 0.50 0.53 0.000

4.717 0.54 0.50 0.53 0.000

4.733 0.54 0.50 0.53 0.000

4.750 0.54 0.50 0.53 0.000

4.767 0.54 0.50 0.53 0.000

4.783 0.54 0.50 0.53 0.000

4.800 0.54 0.50 0.53 0.000

4.817 0.54 0.50 0.53 0.000

4.833 0.54 0.50 0.53 0.000

4.850 0.54 0.50 0.54 0.000

4.867 0.54 0.50 0.54 0.000

4.883 0.55 0.50 0.54 0.000

4.900 0.55 0.50 0.54 0.000

4.917 0.55 0.50 0.54 0.000

4.933 0.55 0.50 0.54 0.000

4.950 0.55 0.50 0.54 0.000

4.967 0.55 0.50 0.54 0.000

4.983 0.55 0.50 0.54 0.000

5.000 0.55 0.50 0.54 0.000

5.017 0.55 0.50 0.54 0.000

5.033 0.55 0.50 0.54 0.000

5.050 0.55 0.50 0.54 0.000

5.067 0.55 0.50 0.54 0.000

5.083 0.55 0.50 0.54 0.000

5.100 0.55 0.50 0.54 0.000

5.117 0.55 0.50 0.54 0.000

5.133 0.55 0.50 0.54 0.000

5.150 0.55 0.50 0.54 0.000

5.167 0.55 0.50 0.55 0.000

5.183 0.55 0.50 0.55 0.000

5.200 0.55 0.50 0.55 0.000

5.217 0.55 0.50 0.55 0.000

5.233 0.55 0.50 0.55 0.000

5.250 0.56 0.50 0.55 0.000

5.267 0.56 0.50 0.55 0.000

5.283 0.56 0.50 0.55 0.000

5.300 0.56 0.50 0.55 0.000

5.317 0.56 0.50 0.55 0.000

5.333 0.56 0.50 0.55 0.000

5.350 0.56 0.50 0.55 0.000

5.367 0.56 0.50 0.55 0.000

5.383 0.56 0.50 0.55 0.000

5.400 0.56 0.50 0.55 0.000

5.417 0.56 0.50 0.55 0.000

5.433 0.56 0.50 0.55 0.000

5.450 0.56 0.50 0.55 0.000

5.467 0.56 0.50 0.55 0.000

5.483 0.56 0.50 0.55 0.000

5.500 0.56 0.50 0.55 0.000

5.517 0.56 0.50 0.55 0.000

5.533 0.56 0.50 0.56 0.000

5.550 0.57 0.50 0.56 0.000

5.567 0.57 0.50 0.56 0.000

5.583 0.57 0.50 0.56 0.000

5.600 0.57 0.50 0.56 0.000

5.617 0.57 0.50 0.56 0.000

5.633 0.57 0.50 0.56 0.000

5.650 0.57 0.50 0.56 0.000

5.667 0.57 0.50 0.56 0.000

5.683 0.57 0.50 0.56 0.000

5.700 0.57 0.50 0.56 0.000

5.717 0.57 0.50 0.56 0.000

5.733 0.57 0.50 0.56 0.000

5.750 0.57 0.50 0.56 0.000

5.767 0.57 0.50 0.56 0.000

5.783 0.57 0.50 0.56 0.000

5.800 0.57 0.50 0.56 0.000

5.817 0.57 0.50 0.56 0.000

5.833 0.57 0.50 0.57 0.000

5.850 0.57 0.50 0.57 0.000

5.867 0.58 0.50 0.57 0.000

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21.717 0.59 0.50 0.61 0.000

21.733 0.58 0.50 0.61 0.000

21.750 0.58 0.50 0.60 0.000

21.767 0.58 0.50 0.60 0.000

21.783 0.58 0.50 0.60 0.000

21.800 0.58 0.50 0.60 0.000

21.817 0.58 0.50 0.60 0.000

21.833 0.58 0.50 0.60 0.000

21.850 0.58 0.50 0.60 0.000

21.867 0.57 0.50 0.60 0.000

21.883 0.57 0.50 0.59 0.000

21.900 0.57 0.50 0.59 0.000

21.917 0.57 0.50 0.59 0.000

21.933 0.57 0.50 0.59 0.000

21.950 0.57 0.50 0.59 0.000

21.967 0.57 0.50 0.59 0.000

21.983 0.57 0.50 0.59 0.000

22.000 0.57 0.50 0.59 0.000

22.017 0.57 0.50 0.58 0.000

22.033 0.56 0.50 0.58 0.000

22.050 0.56 0.50 0.58 0.000

22.067 0.56 0.50 0.58 0.000

22.083 0.56 0.50 0.58 0.000

22.100 0.56 0.50 0.58 0.000

22.117 0.56 0.50 0.58 0.000

22.133 0.56 0.50 0.58 0.000

22.150 0.56 0.50 0.58 0.000

22.167 0.56 0.50 0.57 0.000

22.183 0.55 0.50 0.57 0.000

22.200 0.55 0.50 0.57 0.000

22.217 0.55 0.50 0.57 0.000

22.233 0.55 0.50 0.57 0.000

22.250 0.55 0.50 0.57 0.000

22.267 0.55 0.50 0.57 0.000

22.283 0.55 0.50 0.57 0.000

22.300 0.55 0.50 0.57 0.000

22.317 0.55 0.50 0.56 0.000

22.333 0.55 0.50 0.56 0.000

22.350 0.54 0.50 0.56 0.000

22.367 0.54 0.50 0.56 0.000

22.383 0.54 0.50 0.56 0.000

22.400 0.54 0.50 0.56 0.000

22.417 0.54 0.50 0.56 0.000

22.433 0.54 0.50 0.56 0.000

22.450 0.54 0.50 0.56 0.000

22.467 0.54 0.50 0.55 0.000

22.483 0.54 0.50 0.55 0.000

22.500 0.54 0.50 0.55 0.000

22.517 0.53 0.50 0.55 0.000

22.533 0.53 0.50 0.55 0.000

22.550 0.53 0.50 0.55 0.000

22.567 0.53 0.50 0.55 0.000

22.583 0.53 0.50 0.55 0.000

22.600 0.53 0.50 0.55 0.000

22.617 0.53 0.50 0.55 0.000

22.633 0.53 0.50 0.54 0.000

22.650 0.53 0.50 0.54 0.000

22.667 0.53 0.50 0.54 0.000

22.683 0.53 0.50 0.54 0.000

22.700 0.52 0.50 0.54 0.000

22.717 0.52 0.50 0.54 0.000

22.733 0.52 0.50 0.54 0.000

22.750 0.52 0.50 0.54 0.000

22.767 0.52 0.50 0.54 0.000

22.783 0.52 0.50 0.54 0.000

22.800 0.52 0.50 0.54 0.000

22.817 0.52 0.50 0.53 0.000

22.833 0.52 0.50 0.53 0.000

22.850 0.52 0.50 0.53 0.000

22.867 0.52 0.50 0.53 0.000

22.883 0.52 0.50 0.53 0.000

22.900 0.51 0.50 0.53 0.000

22.917 0.51 0.50 0.53 0.000

22.933 0.51 0.50 0.53 0.000

22.950 0.51 0.50 0.53 0.000

22.967 0.51 0.50 0.53 0.000

22.983 0.51 0.50 0.52 0.000

23.000 0.51 0.50 0.52 0.000

23.017 0.51 0.50 0.52 0.000

23.033 0.51 0.50 0.52 0.000

23.050 0.51 0.50 0.52 0.000

23.067 0.51 0.50 0.52 0.000

23.083 0.51 0.50 0.52 0.000

23.100 0.50 0.50 0.52 0.000

23.117 0.50 0.50 0.52 0.000

23.133 0.50 0.50 0.52 0.000

23.150 0.50 0.50 0.52 0.000

23.167 0.50 0.50 0.52 0.000

23.183 0.50 0.50 0.51 0.000

23.200 0.50 0.50 0.51 0.000

23.217 0.50 0.50 0.51 0.000

23.233 0.50 0.50 0.51 0.000

23.250 0.50 0.50 0.51 0.000

23.267 0.50 0.50 0.51 0.000

23.283 0.50 0.50 0.51 0.000

23.300 0.50 0.50 0.51 0.000

23.317 0.49 0.50 0.51 0.000

23.333 0.49 0.50 0.51 0.000

23.350 0.49 0.50 0.51 0.000

23.367 0.49 0.50 0.51 0.000

23.383 0.49 0.50 0.50 0.000

23.400 0.49 0.50 0.50 0.000

23.417 0.49 0.50 0.50 0.000

23.433 0.49 0.50 0.50 0.000

23.450 0.49 0.50 0.50 0.000

23.467 0.49 0.50 0.50 0.000

23.483 0.49 0.50 0.50 0.000

23.500 0.49 0.50 0.50 0.000

23.517 0.49 0.50 0.50 0.000

23.533 0.48 0.50 0.50 0.000

23.550 0.48 0.50 0.50 0.000

23.567 0.48 0.50 0.50 0.000

23.583 0.48 0.50 0.50 0.000

23.600 0.48 0.50 0.49 0.000

23.617 0.48 0.50 0.49 0.000

23.633 0.48 0.50 0.49 0.000

23.650 0.48 0.50 0.49 0.000

23.667 0.48 0.50 0.49 0.000

23.683 0.48 0.50 0.49 0.000

23.700 0.48 0.50 0.49 0.000

23.717 0.48 0.50 0.49 0.000

23.733 0.48 0.50 0.49 0.000

23.750 0.48 0.50 0.49 0.000

23.767 0.48 0.50 0.49 0.000

23.783 0.47 0.50 0.49 0.000

23.800 0.47 0.50 0.49 0.000

23.817 0.47 0.50 0.48 0.000

23.833 0.47 0.50 0.48 0.000

23.850 0.47 0.50 0.48 0.000

23.867 0.47 0.50 0.48 0.000

23.883 0.47 0.50 0.48 0.000

23.900 0.47 0.50 0.48 0.000

23.917 0.47 0.50 0.48 0.000

23.933 0.47 0.50 0.48 0.000

23.950 0.47 0.50 0.48 0.000

23.967 0.47 0.50 0.48 0.000

23.983 0.47 0.50 0.48 0.000

24.000 0.47 0.50 0.48 0.000

24.017 0.47 0.50 0.48 0.000

24.033 0.46 0.50 0.48 0.000

24.050 0.46 0.50 0.48 0.000

24.067 0.46 0.50 0.47 0.000

24.083 0.46 0.50 0.47 0.000

24.100 0.46 0.50 0.47 0.000

24.117 0.46 0.50 0.47 0.000

24.133 0.45 0.50 0.47 0.000

24.150 0.45 0.50 0.47 0.000

24.167 0.44 0.50 0.47 0.000

24.183 0.43 0.50 0.47 0.000

24.200 0.42 0.50 0.47 0.000

24.217 0.41 0.50 0.47 0.000

24.233 0.40 0.50 0.47 0.000

24.250 0.39 0.50 0.47 0.000

24.267 0.38 0.50 0.47 0.000

24.283 0.36 0.50 0.47 0.000

24.300 0.35 0.50 0.47 0.000

24.317 0.33 0.50 0.46 0.000

24.333 0.32 0.50 0.46 0.000

24.350 0.30 0.50 0.46 0.000

24.367 0.28 0.50 0.46 0.000

24.383 0.27 0.50 0.46 0.000

24.400 0.25 0.50 0.46 0.000

24.417 0.24 0.50 0.45 0.000

24.433 0.22 0.50 0.45 0.000

24.450 0.21 0.50 0.44 0.000

24.467 0.20 0.50 0.43 0.000

24.483 0.19 0.50 0.42 0.000

24.500 0.17 0.50 0.41 0.000

24.517 0.16 0.50 0.40 0.000

24.533 0.15 0.50 0.39 0.000

24.550 0.14 0.50 0.38 0.000

24.567 0.14 0.50 0.36 0.000

24.583 0.13 0.50 0.35 0.000

24.600 0.12 0.50 0.33 0.000

24.617 0.11 0.50 0.32 0.000

24.633 0.11 0.50 0.30 0.000

24.650 0.10 0.50 0.29 0.000

24.667 0.09 0.50 0.27 0.000

24.683 0.09 0.50 0.25 0.000

24.700 0.08 0.50 0.24 0.000

24.717 0.08 0.50 0.22 0.000

24.733 0.07 0.50 0.21 0.000

24.750 0.07 0.50 0.20 0.000

24.767 0.06 0.50 0.19 0.000

24.783 0.06 0.50 0.17 0.000

24.800 0.06 0.50 0.16 0.000

24.817 0.05 0.50 0.15 0.000

24.833 0.05 0.50 0.14 0.000

24.850 0.05 0.50 0.14 0.000

24.867 0.04 0.50 0.13 0.000

24.883 0.04 0.50 0.12 0.000

24.900 0.04 0.50 0.11 0.000

24.917 0.04 0.50 0.11 0.000

24.933 0.04 0.50 0.10 0.000

24.950 0.03 0.50 0.09 0.000

24.967 0.03 0.50 0.09 0.000

24.983 0.03 0.50 0.08 0.000

25.000 0.03 0.50 0.08 0.000
**************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 455.00 IS CODE = 1.2 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< ============================================================================ (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #3)
RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90
TOTAL CATCHMENT AREA(ACRES) = 104.01
SOIL-LOSS RATE, Fm,(INCH/HR) = 0.228
LOW LOSS FRACTION = 0.588
TIME OF CONCENTRATION(MIN.) = 9.33

SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED:

RETURN FREQUENCY(YEARS) = 2
5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.19
30-MINUTE POINT RAINFALL VALUE(INCHES) = 0.40
1-HOUR POINT RAINFALL VALUE(INCHES) = 0.53
3-HOUR POINT RAINFALL VALUE(INCHES) = 0.89
6-HOUR POINT RAINFALL VALUE(INCHES) = 1.22
24-HOUR POINT RAINFALL VALUE(INCHES) = 2.05
---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 7.48
TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 10.29
----------------------------------------------------------------------------

============================================================================ 2 4 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.

Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 31.7 63.4 95.2 126.9
----------------------------------------------------------------------------

0.017 0.0000 0.00 Q . . . .

0.033 0.0000 0.00 Q . . . .

0.050 0.0000 0.00 Q . . . .

0.067 0.0000 0.00 Q . . . .

0.083 0.0000 0.00 Q . . . .

0.100 0.0000 0.00 Q . . . .

0.117 0.0000 0.00 Q . . . .

0.133 0.0000 0.00 Q . . . .

0.150 0.0000 0.03 Q . . . .

0.167 0.0003 0.15 Q . . . .

0.183 0.0006 0.29 Q . . . .

0.200 0.0012 0.42 Q . . . .

0.217 0.0020 0.55 Q . . . .

0.233 0.0029 0.69 Q . . . .

0.250 0.0041 0.82 Q . . . .

0.267 0.0054 0.95 Q . . . .

0.283 0.0069 1.09 Q . . . .

0.300 0.0085 1.21 Q . . . .

0.317 0.0103 1.24 Q . . . .

0.333 0.0120 1.24 Q . . . .

0.350 0.0137 1.24 Q . . . .

0.367 0.0154 1.24 Q . . . .

0.383 0.0171 1.25 Q . . . .

0.400 0.0188 1.25 Q . . . .

0.417 0.0205 1.25 Q . . . .

0.433 0.0223 1.25 Q . . . .

0.450 0.0240 1.25 Q . . . .

0.467 0.0257 1.25 Q . . . .

0.483 0.0274 1.25 Q . . . .

0.500 0.0291 1.25 Q . . . .

0.517 0.0309 1.25 Q . . . .

0.533 0.0326 1.25 Q . . . .

0.550 0.0343 1.25 Q . . . .

0.567 0.0361 1.25 Q . . . .

0.583 0.0378 1.26 Q . . . .

0.600 0.0395 1.26 Q . . . .

0.617 0.0412 1.26 Q . . . .

0.633 0.0430 1.26 Q . . . .

0.650 0.0447 1.26 Q . . . .

0.667 0.0465 1.26 Q . . . .

0.683 0.0482 1.26 Q . . . .

0.700 0.0499 1.26 Q . . . .

0.717 0.0517 1.26 Q . . . .

0.733 0.0534 1.26 Q . . . .

0.750 0.0551 1.26 Q . . . .

0.767 0.0569 1.26 Q . . . .

0.783 0.0586 1.26 Q . . . .

0.800 0.0604 1.27 Q . . . .

0.817 0.0621 1.27 Q . . . .

0.833 0.0639 1.27 Q . . . .

0.850 0.0656 1.27 Q . . . .

0.867 0.0674 1.27 Q . . . .

0.883 0.0691 1.27 Q . . . .

0.900 0.0709 1.27 Q . . . .

0.917 0.0726 1.27 Q . . . .

0.933 0.0744 1.27 Q . . . .

0.950 0.0761 1.28 Q . . . .

0.967 0.0779 1.28 Q . . . .

0.983 0.0796 1.28 Q . . . .

1.000 0.0814 1.28 Q . . . .

1.017 0.0832 1.28 Q . . . .

1.033 0.0849 1.28 Q . . . .

1.050 0.0867 1.28 Q . . . .

1.067 0.0884 1.28 Q . . . .

1.083 0.0902 1.28 Q . . . .

1.100 0.0920 1.28 Q . . . .

1.117 0.0937 1.28 Q . . . .

1.133 0.0955 1.28 Q . . . .

1.150 0.0973 1.28 Q . . . .

1.167 0.0990 1.29 Q . . . .

1.183 0.1008 1.29 Q . . . .

1.200 0.1026 1.29 Q . . . .

1.217 0.1044 1.29 Q . . . .

1.233 0.1061 1.29 Q . . . .

1.250 0.1079 1.29 Q . . . .

1.267 0.1097 1.29 Q . . . .

1.283 0.1115 1.29 Q . . . .

1.300 0.1133 1.29 Q . . . .

1.317 0.1150 1.29 Q . . . .

1.333 0.1168 1.29 Q . . . .

1.350 0.1186 1.29 Q . . . .

1.367 0.1204 1.30 Q . . . .

1.383 0.1222 1.30 Q . . . .

1.400 0.1240 1.30 Q . . . .

1.417 0.1258 1.30 Q . . . .

1.433 0.1275 1.30 Q . . . .

1.450 0.1293 1.30 Q . . . .

1.467 0.1311 1.30 Q . . . .

1.483 0.1329 1.30 Q . . . .

1.500 0.1347 1.30 Q . . . .

1.517 0.1365 1.31 Q . . . .

1.533 0.1383 1.31 Q . . . .

1.550 0.1401 1.31 Q . . . .

1.567 0.1419 1.31 Q . . . .

1.583 0.1437 1.31 Q . . . .

1.600 0.1455 1.31 Q . . . .

1.617 0.1473 1.31 Q . . . .

1.633 0.1491 1.31 Q . . . .

1.650 0.1510 1.31 Q . . . .

1.667 0.1528 1.31 Q . . . .

1.683 0.1546 1.31 Q . . . .

1.700 0.1564 1.31 Q . . . .

1.717 0.1582 1.31 Q . . . .

1.733 0.1600 1.32 Q . . . .

1.750 0.1618 1.32 Q . . . .

1.767 0.1636 1.32 Q . . . .

1.783 0.1654 1.32 Q . . . .

1.800 0.1673 1.32 Q . . . .

1.817 0.1691 1.32 Q . . . .

1.833 0.1709 1.32 Q . . . .

1.850 0.1727 1.33 Q . . . .

1.867 0.1746 1.33 Q . . . .

1.883 0.1764 1.33 Q . . . .

1.900 0.1782 1.33 Q . . . .

1.917 0.1801 1.33 Q . . . .

1.933 0.1819 1.33 Q . . . .

1.950 0.1837 1.33 Q . . . .

1.967 0.1855 1.33 Q . . . .

1.983 0.1874 1.33 QV . . . .

2.000 0.1892 1.33 QV . . . .

2.017 0.1910 1.33 QV . . . .

2.033 0.1929 1.33 QV . . . .

2.050 0.1947 1.33 QV . . . .

2.067 0.1966 1.34 QV . . . .

2.083 0.1984 1.34 QV . . . .

2.100 0.2002 1.34 QV . . . .

2.117 0.2021 1.34 QV . . . .

2.133 0.2039 1.34 QV . . . .

2.150 0.2058 1.34 QV . . . .

2.167 0.2076 1.34 QV . . . .

2.183 0.2095 1.34 QV . . . .

2.200 0.2113 1.35 QV . . . .

2.217 0.2132 1.35 QV . . . .

2.233 0.2151 1.35 QV . . . .

2.250 0.2169 1.35 QV . . . .

2.267 0.2188 1.35 QV . . . .

2.283 0.2206 1.35 QV . . . .

2.300 0.2225 1.35 QV . . . .

2.317 0.2243 1.35 QV . . . .

2.333 0.2262 1.35 QV . . . .

2.350 0.2281 1.35 QV . . . .

2.367 0.2299 1.35 QV . . . .

2.383 0.2318 1.36 QV . . . .

2.400 0.2337 1.36 QV . . . .

2.417 0.2355 1.36 QV . . . .

2.433 0.2374 1.36 QV . . . .

2.450 0.2393 1.36 QV . . . .

2.467 0.2412 1.36 QV . . . .

2.483 0.2430 1.36 QV . . . .

2.500 0.2449 1.36 QV . . . .

2.517 0.2468 1.36 QV . . . .

2.533 0.2487 1.37 QV . . . .

2.550 0.2506 1.37 QV . . . .

2.567 0.2524 1.37 QV . . . .

2.583 0.2543 1.37 QV . . . .

2.600 0.2562 1.37 QV . . . .

2.617 0.2581 1.37 QV . . . .

2.633 0.2600 1.37 QV . . . .

2.650 0.2619 1.37 QV . . . .

2.667 0.2638 1.37 QV . . . .

2.683 0.2657 1.37 QV . . . .

2.700 0.2676 1.38 QV . . . .

2.717 0.2694 1.38 QV . . . .

2.733 0.2713 1.38 QV . . . .

2.750 0.2732 1.38 QV . . . .

2.767 0.2751 1.38 QV . . . .

2.783 0.2771 1.38 QV . . . .

2.800 0.2790 1.38 QV . . . .

2.817 0.2809 1.38 QV . . . .

2.833 0.2828 1.38 QV . . . .

2.850 0.2847 1.39 QV . . . .

2.867 0.2866 1.39 QV . . . .

2.883 0.2885 1.39 QV . . . .

2.900 0.2904 1.39 QV . . . .

2.917 0.2923 1.39 QV . . . .

2.933 0.2942 1.39 QV . . . .

2.950 0.2962 1.39 QV . . . .

2.967 0.2981 1.39 QV . . . .

2.983 0.3000 1.39 QV . . . .

3.000 0.3019 1.39 QV . . . .

3.017 0.3038 1.40 QV . . . .

3.033 0.3058 1.40 QV . . . .

3.050 0.3077 1.40 QV . . . .

3.067 0.3096 1.40 QV . . . .

3.083 0.3115 1.40 QV . . . .

3.100 0.3135 1.40 QV . . . .

3.117 0.3154 1.40 QV . . . .

3.133 0.3173 1.41 QV . . . .

3.150 0.3193 1.41 QV . . . .

3.167 0.3212 1.41 QV . . . .

3.183 0.3232 1.41 QV . . . .

3.200 0.3251 1.41 QV . . . .

3.217 0.3270 1.41 QV . . . .

3.233 0.3290 1.41 QV . . . .

3.250 0.3309 1.41 QV . . . .

3.267 0.3329 1.41 QV . . . .

3.283 0.3348 1.41 QV . . . .

3.300 0.3368 1.41 QV . . . .

3.317 0.3387 1.42 QV . . . .

3.333 0.3407 1.42 QV . . . .

3.350 0.3426 1.42 QV . . . .

3.367 0.3446 1.42 QV . . . .

3.383 0.3465 1.42 QV . . . .

3.400 0.3485 1.42 QV . . . .

3.417 0.3505 1.43 QV . . . .

3.433 0.3524 1.43 QV . . . .

3.450 0.3544 1.43 QV . . . .

3.467 0.3564 1.43 QV . . . .

3.483 0.3583 1.43 QV . . . .

3.500 0.3603 1.43 QV . . . .

3.517 0.3623 1.43 QV . . . .

3.533 0.3642 1.43 QV . . . .

3.550 0.3662 1.43 QV . . . .

3.567 0.3682 1.43 QV . . . .

3.583 0.3702 1.43 QV . . . .

3.600 0.3721 1.44 QV . . . .

3.617 0.3741 1.44 Q V . . . .

3.633 0.3761 1.44 Q V . . . .

3.650 0.3781 1.44 Q V . . . .

3.667 0.3801 1.44 Q V . . . .

3.683 0.3821 1.44 Q V . . . .

3.700 0.3840 1.45 Q V . . . .

3.717 0.3860 1.45 Q V . . . .

3.733 0.3880 1.45 Q V . . . .

3.750 0.3900 1.45 Q V . . . .

3.767 0.3920 1.45 Q V . . . .

3.783 0.3940 1.45 Q V . . . .

3.800 0.3960 1.45 Q V . . . .

3.817 0.3980 1.45 Q V . . . .

3.833 0.4000 1.45 Q V . . . .

3.850 0.4020 1.45 Q V . . . .

3.867 0.4040 1.45 Q V . . . .

3.883 0.4060 1.46 Q V . . . .

3.900 0.4080 1.46 Q V . . . .

3.917 0.4100 1.46 Q V . . . .

3.933 0.4121 1.46 Q V . . . .

3.950 0.4141 1.46 Q V . . . .

3.967 0.4161 1.46 Q V . . . .

3.983 0.4181 1.47 Q V . . . .

4.000 0.4201 1.47 Q V . . . .

4.017 0.4221 1.47 Q V . . . .

4.033 0.4242 1.47 Q V . . . .

4.050 0.4262 1.47 Q V . . . .

4.067 0.4282 1.47 Q V . . . .

4.083 0.4303 1.47 Q V . . . .

4.100 0.4323 1.47 Q V . . . .

4.117 0.4343 1.47 Q V . . . .

4.133 0.4364 1.48 Q V . . . .

4.150 0.4384 1.48 Q V . . . .

4.167 0.4404 1.48 Q V . . . .

4.183 0.4425 1.48 Q V . . . .

4.200 0.4445 1.48 Q V . . . .

4.217 0.4465 1.48 Q V . . . .

4.233 0.4486 1.48 Q V . . . .

4.250 0.4506 1.48 Q V . . . .

4.267 0.4527 1.49 Q V . . . .

4.283 0.4547 1.49 Q V . . . .

4.300 0.4568 1.49 Q V . . . .

4.317 0.4588 1.49 Q V . . . .

4.333 0.4609 1.49 Q V . . . .

4.350 0.4629 1.49 Q V . . . .

4.367 0.4650 1.50 Q V . . . .

4.383 0.4671 1.50 Q V . . . .

4.400 0.4691 1.50 Q V . . . .

4.417 0.4712 1.50 Q V . . . .

4.433 0.4733 1.50 Q V . . . .

4.450 0.4753 1.50 Q V . . . .

4.467 0.4774 1.50 Q V . . . .

4.483 0.4795 1.50 Q V . . . .

4.500 0.4815 1.50 Q V . . . .

4.517 0.4836 1.50 Q V . . . .

4.533 0.4857 1.51 Q V . . . .

4.550 0.4878 1.51 Q V . . . .

4.567 0.4898 1.51 Q V . . . .

4.583 0.4919 1.51 Q V . . . .

4.600 0.4940 1.51 Q V . . . .

4.617 0.4961 1.52 Q V . . . .

4.633 0.4982 1.52 Q V . . . .

4.650 0.5003 1.52 Q V . . . .

4.667 0.5024 1.52 Q V . . . .

4.683 0.5045 1.52 Q V . . . .

4.700 0.5066 1.52 Q V . . . .

4.717 0.5087 1.52 Q V . . . .

4.733 0.5108 1.52 Q V . . . .

4.750 0.5129 1.53 Q V . . . .

4.767 0.5150 1.53 Q V . . . .

4.783 0.5171 1.53 Q V . . . .

4.800 0.5192 1.53 Q V . . . .

4.817 0.5213 1.53 Q V . . . .

4.833 0.5234 1.53 Q V . . . .

4.850 0.5255 1.53 Q V . . . .

4.867 0.5276 1.53 Q V . . . .

4.883 0.5297 1.54 Q V . . . .

4.900 0.5318 1.54 Q V . . . .

4.917 0.5340 1.54 Q V . . . .

4.933 0.5361 1.54 Q V . . . .

4.950 0.5382 1.54 Q V . . . .

4.967 0.5404 1.55 Q V . . . .

4.983 0.5425 1.55 Q V . . . .

5.000 0.5446 1.55 Q V . . . .

5.017 0.5467 1.55 Q V . . . .

5.033 0.5489 1.55 Q V . . . .

5.050 0.5510 1.55 Q V . . . .

5.067 0.5532 1.55 Q V . . . .

5.083 0.5553 1.55 Q V . . . .

5.100 0.5574 1.55 Q V . . . .

5.117 0.5596 1.56 Q V . . . .

5.133 0.5617 1.56 Q V . . . .

5.150 0.5639 1.56 Q V . . . .

5.167 0.5660 1.56 Q V . . . .

5.183 0.5682 1.56 Q V . . . .

5.200 0.5703 1.56 Q V . . . .

5.217 0.5725 1.57 Q V . . . .

5.233 0.5746 1.57 Q V . . . .

5.250 0.5768 1.57 Q V . . . .

5.267 0.5790 1.57 Q V . . . .

5.283 0.5811 1.57 Q V . . . .

5.300 0.5833 1.58 Q V . . . .

5.317 0.5855 1.58 Q V . . . .

5.333 0.5877 1.58 Q V . . . .

5.350 0.5898 1.58 Q V . . . .

5.367 0.5920 1.58 Q V . . . .

5.383 0.5942 1.58 Q V . . . .

5.400 0.5964 1.58 Q V . . . .

5.417 0.5985 1.58 Q V . . . .

5.433 0.6007 1.58 Q V . . . .

5.450 0.6029 1.59 Q V . . . .

5.467 0.6051 1.59 Q V . . . .

5.483 0.6073 1.59 Q V . . . .

5.500 0.6095 1.59 Q V . . . .

5.517 0.6117 1.59 Q V . . . .

5.533 0.6139 1.60 Q V . . . .

5.550 0.6161 1.60 Q V . . . .

5.567 0.6183 1.60 Q V . . . .

5.583 0.6205 1.60 Q V . . . .

5.600 0.6227 1.60 Q V . . . .

5.617 0.6249 1.60 Q V . . . .

5.633 0.6271 1.61 Q V . . . .

5.650 0.6293 1.61 Q V . . . .

5.667 0.6315 1.61 Q V . . . .

5.683 0.6338 1.61 Q V . . . .

5.700 0.6360 1.61 Q V . . . .

5.717 0.6382 1.61 Q V . . . .

5.733 0.6404 1.61 Q V . . . .

5.750 0.6426 1.61 Q V . . . .

5.767 0.6449 1.62 Q V . . . .

5.783 0.6471 1.62 Q V . . . .

5.800 0.6493 1.62 Q V . . . .

5.817 0.6516 1.62 Q V . . . .

5.833 0.6538 1.62 Q V . . . .

5.850 0.6560 1.63 Q V . . . .

5.867 0.6583 1.63 Q V . . . .

5.883 0.6605 1.63 Q V . . . .

5.900 0.6628 1.63 Q V . . . .

5.917 0.6650 1.63 Q V . . . .

5.933 0.6673 1.64 Q V . . . .

5.950 0.6695 1.64 Q V . . . .

5.967 0.6718 1.64 Q V . . . .

5.983 0.6741 1.64 Q V . . . .

6.000 0.6763 1.64 Q V . . . .

6.017 0.6786 1.64 Q V . . . .

6.033 0.6808 1.64 Q V . . . .

6.050 0.6831 1.64 Q V . . . .

6.067 0.6854 1.65 Q V . . . .

6.083 0.6876 1.65 Q V . . . .

6.100 0.6899 1.65 Q V . . . .

6.117 0.6922 1.65 Q V . . . .

6.133 0.6945 1.65 Q V . . . .

6.150 0.6967 1.66 Q V . . . .

6.167 0.6990 1.66 Q V . . . .

6.183 0.7013 1.66 Q V . . . .

6.200 0.7036 1.66 Q V . . . .

6.217 0.7059 1.67 Q V . . . .

6.233 0.7082 1.67 Q V . . . .

6.250 0.7105 1.67 Q V . . . .

6.267 0.7128 1.67 Q V . . . .

6.283 0.7151 1.67 Q V . . . .

6.300 0.7174 1.67 Q V . . . .

6.317 0.7197 1.67 Q V . . . .

6.333 0.7220 1.67 Q V . . . .

6.350 0.7243 1.68 Q V . . . .

6.367 0.7266 1.68 Q V . . . .

6.383 0.7289 1.68 Q V . . . .

6.400 0.7312 1.68 Q V . . . .

6.417 0.7336 1.68 Q V . . . .

6.433 0.7359 1.69 Q V . . . .

6.450 0.7382 1.69 Q V . . . .

6.467 0.7405 1.69 Q V . . . .

6.483 0.7429 1.69 Q V . . . .

6.500 0.7452 1.70 Q V . . . .

6.517 0.7476 1.70 Q V . . . .

6.533 0.7499 1.70 Q V . . . .

6.550 0.7522 1.70 Q V . . . .

6.567 0.7546 1.70 Q V . . . .

6.583 0.7569 1.70 Q V . . . .

6.600 0.7593 1.70 Q V . . . .

6.617 0.7616 1.71 Q V . . . .

6.633 0.7640 1.71 Q V . . . .

6.650 0.7663 1.71 Q V . . . .

6.667 0.7687 1.71 Q V . . . .

6.683 0.7710 1.71 Q V . . . .

6.700 0.7734 1.71 Q V . . . .

6.717 0.7758 1.72 Q V . . . .

6.733 0.7781 1.72 Q V . . . .

6.750 0.7805 1.72 Q V . . . .

6.767 0.7829 1.72 Q V . . . .

6.783 0.7853 1.73 Q V . . . .

6.800 0.7876 1.73 Q V . . . .

6.817 0.7900 1.73 Q V . . . .

6.833 0.7924 1.73 Q V . . . .

6.850 0.7948 1.74 Q V . . . .

6.867 0.7972 1.74 Q V . . . .

6.883 0.7996 1.74 Q V . . . .

6.900 0.8020 1.74 Q V . . . .

6.917 0.8044 1.74 Q V . . . .

6.933 0.8068 1.74 Q V . . . .

6.950 0.8092 1.74 Q V . . . .

6.967 0.8116 1.74 Q V . . . .

6.983 0.8140 1.75 Q V . . . .

7.000 0.8164 1.75 Q V . . . .

7.017 0.8188 1.75 Q V . . . .

7.033 0.8212 1.75 Q V . . . .

7.050 0.8236 1.76 Q V . . . .

7.067 0.8261 1.76 Q V . . . .

7.083 0.8285 1.76 Q V . . . .

7.100 0.8309 1.76 Q V . . . .

7.117 0.8334 1.77 Q V . . . .

7.133 0.8358 1.77 Q V . . . .

7.150 0.8382 1.77 Q V . . . .

7.167 0.8407 1.77 Q V . . . .

7.183 0.8431 1.77 Q V . . . .

7.200 0.8456 1.78 Q V . . . .

7.217 0.8480 1.78 Q V . . . .

7.233 0.8505 1.78 Q V . . . .

7.250 0.8529 1.78 Q V . . . .

7.267 0.8554 1.78 Q V . . . .

7.283 0.8578 1.78 Q V . . . .

7.300 0.8603 1.78 Q V . . . .

7.317 0.8628 1.79 Q V . . . .

7.333 0.8652 1.79 Q V . . . .

7.350 0.8677 1.79 Q V . . . .

7.367 0.8702 1.80 Q V . . . .

7.383 0.8726 1.80 Q V . . . .

7.400 0.8751 1.80 Q V . . . .

7.417 0.8776 1.80 Q V . . . .

7.433 0.8801 1.81 Q V . . . .

7.450 0.8826 1.81 Q V . . . .

7.467 0.8851 1.81 Q V . . . .

7.483 0.8876 1.81 Q V . . . .

7.500 0.8901 1.82 Q V . . . .

7.517 0.8926 1.82 Q V . . . .

7.533 0.8951 1.82 Q V . . . .

7.550 0.8976 1.82 Q V . . . .

7.567 0.9001 1.82 Q V . . . .

7.583 0.9026 1.82 Q V . . . .

7.600 0.9051 1.82 Q V . . . .

7.617 0.9076 1.83 Q V . . . .

7.633 0.9102 1.83 Q V . . . .

7.650 0.9127 1.83 Q V . . . .

7.667 0.9152 1.83 Q V . . . .

7.683 0.9177 1.84 Q V . . . .

7.700 0.9203 1.84 Q V . . . .

7.717 0.9228 1.84 Q V . . . .

7.733 0.9254 1.85 Q V . . . .

7.750 0.9279 1.85 Q V . . . .

7.767 0.9305 1.85 Q V . . . .

7.783 0.9330 1.85 Q V . . . .

7.800 0.9356 1.86 Q V . . . .

7.817 0.9381 1.86 Q V . . . .

7.833 0.9407 1.86 Q V . . . .

7.850 0.9433 1.86 Q V . . . .

7.867 0.9458 1.86 Q V . . . .

7.883 0.9484 1.86 Q V . . . .

7.900 0.9510 1.87 Q V . . . .

7.917 0.9535 1.87 Q V . . . .

7.933 0.9561 1.87 Q V . . . .

7.950 0.9587 1.87 Q V . . . .

7.967 0.9613 1.88 Q V . . . .

7.983 0.9639 1.88 Q V . . . .

8.000 0.9665 1.88 Q V . . . .

8.017 0.9691 1.89 Q V . . . .

8.033 0.9717 1.89 Q V . . . .

8.050 0.9743 1.89 Q V . . . .

8.067 0.9769 1.90 Q V . . . .

8.083 0.9795 1.90 Q V . . . .

8.100 0.9821 1.90 Q V . . . .

8.117 0.9847 1.90 Q V . . . .

8.133 0.9874 1.90 Q V . . . .

8.150 0.9900 1.90 Q V . . . .

8.167 0.9926 1.91 Q V . . . .

8.183 0.9952 1.91 Q V . . . .

8.200 0.9979 1.91 Q V . . . .

8.217 1.0005 1.91 Q V . . . .

8.233 1.0031 1.91 Q V . . . .

8.250 1.0058 1.92 Q V . . . .

8.267 1.0084 1.92 Q V . . . .

8.283 1.0111 1.92 Q V . . . .

8.300 1.0137 1.93 Q V . . . .

8.317 1.0164 1.93 Q V . . . .

8.333 1.0190 1.93 Q V . . . .

8.350 1.0217 1.94 Q V . . . .

8.367 1.0244 1.94 Q V . . . .

8.383 1.0271 1.94 Q V . . . .

8.400 1.0297 1.95 Q V . . . .

8.417 1.0324 1.95 Q V . . . .

8.433 1.0351 1.95 Q V . . . .

8.450 1.0378 1.95 Q V . . . .

8.467 1.0405 1.95 Q V . . . .

8.483 1.0432 1.96 Q V . . . .

8.500 1.0459 1.96 Q V . . . .

8.517 1.0486 1.96 Q V . . . .

8.533 1.0513 1.96 Q V . . . .

8.550 1.0540 1.96 Q V . . . .

8.567 1.0567 1.97 Q V . . . .

8.583 1.0594 1.97 Q V . . . .

8.600 1.0621 1.97 Q V . . . .

8.617 1.0648 1.98 Q V . . . .

8.633 1.0676 1.98 Q V . . . .

8.650 1.0703 1.98 Q V . . . .

8.667 1.0730 1.99 Q V . . . .

8.683 1.0758 1.99 Q V . . . .

8.700 1.0785 2.00 Q V . . . .

8.717 1.0813 2.00 Q V . . . .

8.733 1.0840 2.00 Q V . . . .

8.750 1.0868 2.00 Q V . . . .

8.767 1.0896 2.00 Q V . . . .

8.783 1.0923 2.01 Q V . . . .

8.800 1.0951 2.01 Q V . . . .

8.817 1.0979 2.01 Q V . . . .

8.833 1.1006 2.01 Q V . . . .

8.850 1.1034 2.01 Q V . . . .

8.867 1.1062 2.02 Q V . . . .

8.883 1.1090 2.02 Q V . . . .

8.900 1.1117 2.02 Q V . . . .

8.917 1.1145 2.03 Q V . . . .

8.933 1.1173 2.03 Q V . . . .

8.950 1.1201 2.04 Q V . . . .

8.967 1.1230 2.04 Q V . . . .

8.983 1.1258 2.04 Q V . . . .

9.000 1.1286 2.05 Q V . . . .

9.017 1.1314 2.05 Q V . . . .

9.033 1.1342 2.05 Q V . . . .

9.050 1.1371 2.05 Q V . . . .

9.067 1.1399 2.06 Q V . . . .

9.083 1.1427 2.06 Q V . . . .

9.100 1.1456 2.06 Q V . . . .

9.117 1.1484 2.06 Q V . . . .

9.133 1.1513 2.07 Q V . . . .

9.150 1.1541 2.07 Q V . . . .

9.167 1.1570 2.07 Q V . . . .

9.183 1.1598 2.07 Q V . . . .

9.200 1.1627 2.08 Q V . . . .

9.217 1.1655 2.08 Q V . . . .

9.233 1.1684 2.09 Q V . . . .

9.250 1.1713 2.09 Q V . . . .

9.267 1.1742 2.09 Q V . . . .

9.283 1.1771 2.10 Q V . . . .

9.300 1.1800 2.10 Q V . . . .

9.317 1.1829 2.11 Q V . . . .

9.333 1.1858 2.11 Q V . . . .

9.350 1.1887 2.11 Q V . . . .

9.367 1.1916 2.11 Q V . . . .

9.383 1.1945 2.12 Q V . . . .

9.400 1.1974 2.12 Q V . . . .

9.417 1.2004 2.12 Q V . . . .

9.433 1.2033 2.12 Q V . . . .

9.450 1.2062 2.13 Q V . . . .

9.467 1.2091 2.13 Q V . . . .

9.483 1.2121 2.13 Q V . . . .

9.500 1.2150 2.13 Q V . . . .

9.517 1.2180 2.14 Q V . . . .

9.533 1.2209 2.14 Q V . . . .

9.550 1.2239 2.15 Q V . . . .

9.567 1.2268 2.15 Q V . . . .

9.583 1.2298 2.16 Q V . . . .

9.600 1.2328 2.16 Q V . . . .

9.617 1.2358 2.17 Q V . . . .

9.633 1.2388 2.17 Q V . . . .

9.650 1.2418 2.17 Q V . . . .

9.667 1.2448 2.18 Q V . . . .

9.683 1.2478 2.18 Q V . . . .

9.700 1.2508 2.18 Q V . . . .

9.717 1.2538 2.18 Q V . . . .

9.733 1.2568 2.19 Q V . . . .

9.750 1.2598 2.19 Q V . . . .

9.767 1.2628 2.19 Q V . . . .

9.783 1.2658 2.19 Q V . . . .

9.800 1.2689 2.20 Q V . . . .

9.817 1.2719 2.20 Q V . . . .

9.833 1.2749 2.21 Q V . . . .

9.850 1.2780 2.21 Q V . . . .

9.867 1.2810 2.22 Q V . . . .

9.883 1.2841 2.22 Q V . . . .

9.900 1.2871 2.23 Q V . . . .

9.917 1.2902 2.23 Q V . . . .

9.933 1.2933 2.24 Q V . . . .

9.950 1.2964 2.24 Q V . . . .

9.967 1.2995 2.24 Q V . . . .

9.983 1.3026 2.25 Q V . . . .

10.000 1.3057 2.25 Q V . . . .

10.017 1.3088 2.25 Q V . . . .

10.033 1.3119 2.25 Q V . . . .

10.050 1.3150 2.26 Q V . . . .

10.067 1.3181 2.26 Q V . . . .

10.083 1.3212 2.26 Q V . . . .

10.100 1.3243 2.26 Q V . . . .

10.117 1.3274 2.27 Q V . . . .

10.133 1.3306 2.27 Q V . . . .

10.150 1.3337 2.28 Q V . . . .

10.167 1.3369 2.28 Q V . . . .

10.183 1.3400 2.29 Q V . . . .

10.200 1.3432 2.30 Q V . . . .

10.217 1.3463 2.30 Q V . . . .

10.233 1.3495 2.31 Q V . . . .

10.250 1.3527 2.31 Q V . . . .

10.267 1.3559 2.31 Q V . . . .

10.283 1.3591 2.32 Q V . . . .

10.300 1.3623 2.32 Q V . . . .

10.317 1.3655 2.32 Q V . . . .

10.333 1.3687 2.33 Q V . . . .

10.350 1.3719 2.33 Q V . . . .

10.367 1.3751 2.33 Q V . . . .

10.383 1.3783 2.33 Q V . . . .

10.400 1.3815 2.34 Q V . . . .

10.417 1.3848 2.34 Q V . . . .

10.433 1.3880 2.35 Q V . . . .

10.450 1.3912 2.35 Q V . . . .

10.467 1.3945 2.36 Q V . . . .

10.483 1.3977 2.36 Q V . . . .

10.500 1.4010 2.37 Q V . . . .

10.517 1.4043 2.38 Q V . . . .

10.533 1.4076 2.38 Q V . . . .

10.550 1.4108 2.39 Q V . . . .

10.567 1.4141 2.39 Q V . . . .

10.583 1.4174 2.40 Q V . . . .

10.600 1.4207 2.40 Q V . . . .

10.617 1.4240 2.40 Q V . . . .

10.633 1.4274 2.41 Q V . . . .

10.650 1.4307 2.41 Q V . . . .

10.667 1.4340 2.41 Q V . . . .

10.683 1.4373 2.41 Q V . . . .

10.700 1.4407 2.42 Q V . . . .

10.717 1.4440 2.42 Q V . . . .

10.733 1.4473 2.43 Q V . . . .

10.750 1.4507 2.43 Q V . . . .

10.767 1.4540 2.44 Q V . . . .

10.783 1.4574 2.45 Q V . . . .

10.800 1.4608 2.45 Q V . . . .

10.817 1.4642 2.46 Q V . . . .

10.833 1.4676 2.46 Q V . . . .

10.850 1.4710 2.47 Q V . . . .

10.867 1.4744 2.48 Q V . . . .

10.883 1.4778 2.48 Q V . . . .

10.900 1.4812 2.49 Q V . . . .

10.917 1.4847 2.49 Q V . . . .

10.933 1.4881 2.49 Q V . . . .

10.950 1.4915 2.50 Q V . . . .

10.967 1.4950 2.50 Q V . . . .

10.983 1.4984 2.50 Q V . . . .

11.000 1.5019 2.51 Q V . . . .

11.017 1.5053 2.51 Q V . . . .

11.033 1.5088 2.51 Q V . . . .

11.050 1.5123 2.52 Q V . . . .

11.067 1.5157 2.53 Q V . . . .

11.083 1.5192 2.53 Q V . . . .

11.100 1.5227 2.54 Q V . . . .

11.117 1.5262 2.55 Q V . . . .

11.133 1.5297 2.55 Q V . . . .

11.150 1.5333 2.56 Q V . . . .

11.167 1.5368 2.57 Q V . . . .

11.183 1.5404 2.58 Q V . . . .

11.200 1.5439 2.58 Q V . . . .

11.217 1.5475 2.58 Q V . . . .

11.233 1.5510 2.59 Q V . . . .

11.250 1.5546 2.59 Q V . . . .

11.267 1.5582 2.60 Q V . . . .

11.283 1.5618 2.60 Q V . . . .

11.300 1.5654 2.60 Q V . . . .

11.317 1.5689 2.61 Q V . . . .

11.333 1.5725 2.61 Q V . . . .

11.350 1.5761 2.62 Q V . . . .

11.367 1.5798 2.62 Q V . . . .

11.383 1.5834 2.63 Q V . . . .

11.400 1.5870 2.64 Q V . . . .

11.417 1.5907 2.65 Q V . . . .

11.433 1.5943 2.65 Q V . . . .

11.450 1.5980 2.66 Q V . . . .

11.467 1.6017 2.67 Q V . . . .

11.483 1.6053 2.68 Q V . . . .

11.500 1.6090 2.69 Q V . . . .

11.517 1.6128 2.69 Q V . . . .

11.533 1.6165 2.69 Q V . . . .

11.550 1.6202 2.70 Q V . . . .

11.567 1.6239 2.70 Q V . . . .

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12.150 1.7635 3.37 .Q V. . . .

12.167 1.7682 3.40 .Q V. . . .

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12.267 1.7973 3.60 .Q V. . . .

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12.300 1.8073 3.64 .Q V. . . .

12.317 1.8123 3.65 .Q V. . . .

12.333 1.8174 3.66 .Q V. . . .

12.350 1.8224 3.68 .Q V. . . .

12.367 1.8275 3.69 .Q V. . . .

12.383 1.8326 3.70 .Q V. . . .

12.400 1.8377 3.71 .Q V. . . .

12.417 1.8429 3.72 .Q V. . . .

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12.517 1.8738 3.77 .Q V . . .

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12.583 1.8947 3.79 .Q V . . .

12.600 1.8999 3.80 .Q V . . .

12.617 1.9052 3.82 .Q V . . .

12.633 1.9105 3.83 .Q V . . .

12.650 1.9157 3.84 .Q V . . .

12.667 1.9211 3.86 .Q V . . .

12.683 1.9264 3.87 .Q V . . .

12.700 1.9317 3.88 .Q V . . .

12.717 1.9371 3.90 .Q V . . .

12.733 1.9425 3.91 .Q V . . .

12.750 1.9479 3.92 .Q V . . .

12.767 1.9533 3.93 .Q V . . .

12.783 1.9587 3.94 .Q V . . .

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12.833 1.9750 3.96 .Q V . . .

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12.867 1.9860 3.97 .Q V . . .

12.883 1.9915 3.98 .Q V . . .

12.900 1.9970 3.99 .Q V . . .

12.917 2.0025 4.00 .Q V . . .

12.933 2.0080 4.02 .Q V . . .

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12.967 2.0191 4.05 .Q V . . .

12.983 2.0247 4.06 .Q V . . .

13.000 2.0304 4.08 .Q V . . .

13.017 2.0360 4.10 .Q V . . .

13.033 2.0417 4.11 .Q V . . .

13.050 2.0473 4.13 .Q V . . .

13.067 2.0530 4.14 .Q V . . .

13.083 2.0587 4.15 .Q .V . . .

13.100 2.0645 4.15 .Q .V . . .

13.117 2.0702 4.16 .Q .V . . .

13.133 2.0759 4.17 .Q .V . . .

13.150 2.0817 4.18 .Q .V . . .

13.167 2.0875 4.19 .Q .V . . .

13.183 2.0933 4.20 .Q .V . . .

13.200 2.0990 4.20 .Q .V . . .

13.217 2.1048 4.22 .Q .V . . .

13.233 2.1107 4.24 .Q .V . . .

13.250 2.1165 4.25 .Q .V . . .

13.267 2.1224 4.27 .Q .V . . .

13.283 2.1283 4.29 .Q .V . . .

13.300 2.1343 4.31 .Q .V . . .

13.317 2.1402 4.33 .Q .V . . .

13.333 2.1462 4.34 .Q .V . . .

13.350 2.1522 4.36 .Q .V . . .

13.367 2.1583 4.38 .Q .V . . .

13.383 2.1643 4.39 .Q .V . . .

13.400 2.1704 4.40 .Q .V . . .

13.417 2.1764 4.41 .Q .V . . .

13.433 2.1825 4.42 .Q .V . . .

13.450 2.1886 4.43 .Q .V . . .

13.467 2.1947 4.44 .Q .V . . .

13.483 2.2009 4.45 .Q .V . . .

13.500 2.2070 4.46 .Q .V . . .

13.517 2.2132 4.47 .Q .V . . .

13.533 2.2194 4.49 .Q .V . . .

13.550 2.2256 4.51 .Q .V . . .

13.567 2.2318 4.53 .Q .V . . .

13.583 2.2381 4.55 .Q .V . . .

13.600 2.2444 4.58 .Q . V . . .

13.617 2.2507 4.60 .Q . V . . .

13.633 2.2571 4.62 .Q . V . . .

13.650 2.2635 4.64 .Q . V . . .

13.667 2.2699 4.66 .Q . V . . .

13.683 2.2763 4.68 .Q . V . . .

13.700 2.2828 4.69 .Q . V . . .

13.717 2.2893 4.70 .Q . V . . .

13.733 2.2958 4.72 .Q . V . . .

13.750 2.3023 4.73 .Q . V . . .

13.767 2.3088 4.74 .Q . V . . .

13.783 2.3154 4.75 .Q . V . . .

13.800 2.3219 4.77 .Q . V . . .

13.817 2.3285 4.78 .Q . V . . .

13.833 2.3351 4.79 .Q . V . . .

13.850 2.3418 4.82 .Q . V . . .

13.867 2.3484 4.84 .Q . V . . .

13.883 2.3551 4.87 .Q . V . . .

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13.917 2.3687 4.92 .Q . V . . .

13.933 2.3755 4.95 .Q . V . . .

13.950 2.3824 4.98 .Q . V . . .

13.967 2.3892 5.00 .Q . V . . .

13.983 2.3962 5.03 .Q . V . . .

14.000 2.4031 5.05 .Q . V . . .

14.017 2.4101 5.07 .Q . V . . .

14.033 2.4171 5.10 .Q . V . . .

14.050 2.4242 5.12 .Q . V . . .

14.067 2.4313 5.14 .Q . V . . .

14.083 2.4384 5.16 .Q . V . . .

14.100 2.4455 5.18 .Q . V . . .

14.117 2.4527 5.20 .Q . V . . .

14.133 2.4599 5.22 .Q . V . . .

14.150 2.4671 5.25 .Q . V . . .

14.167 2.4744 5.30 .Q . V . . .

14.183 2.4818 5.35 .Q . V . . .

14.200 2.4892 5.40 .Q . V . . .

14.217 2.4967 5.45 .Q . V . . .

14.233 2.5043 5.50 .Q . V . . .

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14.450 2.6069 5.86 .Q . V . . .

14.467 2.6151 5.90 .Q . V . . .

14.483 2.6232 5.94 .Q . V . . .

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14.567 2.6651 6.17 .Q . V . . .

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14.617 2.6909 6.29 .Q . V . . .

14.633 2.6996 6.32 .Q . V . . .

14.650 2.7084 6.34 .Q . V . . .

14.667 2.7171 6.37 . Q . V . . .

14.683 2.7259 6.39 . Q . V . . .

14.700 2.7348 6.42 . Q . V . . .

14.717 2.7437 6.45 . Q . V . . .

14.733 2.7526 6.47 . Q . V . . .

14.750 2.7615 6.50 . Q . V . . .

14.767 2.7705 6.53 . Q . V . . .

14.783 2.7796 6.59 . Q . V . . .

14.800 2.7888 6.65 . Q . V . . .

14.817 2.7980 6.71 . Q . V . . .

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14.850 2.8168 6.84 . Q . V . . .

14.867 2.8263 6.90 . Q . V . . .

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14.900 2.8455 7.02 . Q . V . . .

14.917 2.8553 7.08 . Q . V . . .

14.933 2.8651 7.13 . Q . V . . .

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14.983 2.8949 7.24 . Q . V . . .

15.000 2.9049 7.28 . Q . V . . .

15.017 2.9150 7.31 . Q . V . . .

15.033 2.9251 7.35 . Q . V . . .

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15.067 2.9455 7.43 . Q . V . . .

15.083 2.9558 7.49 . Q . V . . .

15.100 2.9663 7.59 . Q . V . . .

15.117 2.9768 7.68 . Q . V . . .

15.133 2.9875 7.77 . Q . V . . .

15.150 2.9984 7.87 . Q . V . . .

15.167 3.0094 7.96 . Q . V . . .

15.183 3.0205 8.06 . Q . V . . .

15.200 3.0317 8.15 . Q . V . . .

15.217 3.0430 8.25 . Q . V . . .

15.233 3.0545 8.33 . Q . V . . .

15.250 3.0661 8.40 . Q . V . . .

15.267 3.0777 8.46 . Q . V . . .

15.283 3.0895 8.52 . Q . V . . .

15.300 3.1013 8.58 . Q . V . . .

15.317 3.1132 8.64 . Q . V . . .

15.333 3.1252 8.70 . Q . V . . .

15.350 3.1373 8.76 . Q . V . . .

15.367 3.1494 8.82 . Q . V . . .

15.383 3.1616 8.88 . Q . V . . .

15.400 3.1739 8.92 . Q . V . . .

15.417 3.1862 8.94 . Q . V . . .

15.433 3.1986 8.96 . Q . V . . .

15.450 3.2110 8.99 . Q . V . . .

15.467 3.2234 9.01 . Q . V . . .

15.483 3.2358 9.04 . Q . V . . .

15.500 3.2483 9.06 . Q . V . . .

15.517 3.2608 9.08 . Q . V . . .

15.533 3.2734 9.11 . Q . V . . .

15.550 3.2860 9.18 . Q . V . . .

15.567 3.2988 9.30 . Q . V . . .

15.583 3.3118 9.43 . Q . V . . .

15.600 3.3250 9.55 . Q . V . . .

15.617 3.3383 9.68 . Q . V . . .

15.633 3.3518 9.80 . Q . V . . .

15.650 3.3655 9.93 . Q . V . . .

15.667 3.3793 10.05 . Q . V . . .

15.683 3.3933 10.17 . Q . V . . .

15.700 3.4076 10.38 . Q . V . . .

15.717 3.4226 10.86 . Q . V . . .

15.733 3.4382 11.36 . Q . V . . .

15.750 3.4546 11.86 . Q . V . . .

15.767 3.4716 12.36 . Q . V . . .

15.783 3.4893 12.86 . Q . V . . .

15.800 3.5077 13.36 . Q . V . . .

15.817 3.5268 13.86 . Q . V . . .

15.833 3.5466 14.36 . Q . V . . .

15.850 3.5671 14.91 . Q . V. . .

15.867 3.5893 16.12 . Q . V. . .

15.883 3.6134 17.53 . Q . V. . .

15.900 3.6395 18.94 . Q . V. . .

15.917 3.6676 20.35 . Q . V. . .

15.933 3.6975 21.77 . Q . V. . .

15.950 3.7295 23.18 . Q . V. . .

15.967 3.7633 24.59 . Q . V . .

15.983 3.7992 26.00 . Q . V . .

16.000 3.8369 27.42 . Q . V . .

16.017 3.8830 33.42 . Q V . .

16.033 3.9436 44.00 . . Q .V . .

16.050 4.0187 54.58 . . Q .V . .

16.067 4.1085 65.17 . . QV . .

16.083 4.2129 75.75 . . . VQ . .

16.100 4.3318 86.34 . . . V Q . .

16.117 4.4653 96.92 . . . V Q .

16.133 4.6134 107.51 . . . V . Q .

16.150 4.7760 118.09 . . . V . Q .

16.167 4.9508 126.87 . . . V . Q

16.183 5.1057 112.47 . . . V . Q .

16.200 5.2437 100.16 . . . V .Q .

16.217 5.3647 87.85 . . . QV . .

16.233 5.4687 75.54 . . . Q V. .

16.250 5.5558 63.23 . . Q. V. .

16.267 5.6259 50.92 . . Q . V .

16.283 5.6791 38.60 . . Q . V .

16.300 5.7153 26.29 . Q . . V .

16.317 5.7355 14.68 . Q . . V .

16.333 5.7517 11.74 . Q . . V .

16.350 5.7674 11.42 . Q . . V .

16.367 5.7827 11.10 . Q . . V .

16.383 5.7976 10.78 . Q . . .V .

16.400 5.8120 10.46 . Q . . .V .

16.417 5.8259 10.14 . Q . . .V .

16.433 5.8395 9.82 . Q . . .V .

16.450 5.8525 9.49 . Q . . .V .

16.467 5.8652 9.17 . Q . . .V .

16.483 5.8775 8.95 . Q . . .V .

16.500 5.8897 8.83 . Q . . .V .

16.517 5.9016 8.70 . Q . . .V .

16.533 5.9135 8.58 . Q . . .V .

16.550 5.9251 8.45 . Q . . .V .

16.567 5.9366 8.33 . Q . . .V .

16.583 5.9479 8.20 . Q . . .V .

16.600 5.9590 8.08 . Q . . .V .

16.617 5.9700 7.95 . Q . . .V .

16.633 5.9807 7.83 . Q . . .V .

16.650 5.9914 7.72 . Q . . . V .

16.667 6.0018 7.60 . Q . . . V .

16.683 6.0122 7.49 . Q . . . V .

16.700 6.0223 7.38 . Q . . . V .

16.717 6.0323 7.26 . Q . . . V .

16.733 6.0422 7.15 . Q . . . V .

16.750 6.0519 7.03 . Q . . . V .

16.767 6.0614 6.92 . Q . . . V .

16.783 6.0708 6.81 . Q . . . V .

16.800 6.0800 6.72 . Q . . . V .

16.817 6.0892 6.65 . Q . . . V .

16.833 6.0982 6.57 . Q . . . V .

16.850 6.1072 6.49 . Q . . . V .

16.867 6.1160 6.41 . Q . . . V .

16.883 6.1247 6.33 .Q . . . V .

16.900 6.1333 6.25 .Q . . . V .

16.917 6.1418 6.18 .Q . . . V .

16.933 6.1502 6.10 .Q . . . V .

16.950 6.1586 6.03 .Q . . . V .

16.967 6.1668 5.97 .Q . . . V .

16.983 6.1749 5.91 .Q . . . V .

17.000 6.1830 5.86 .Q . . . V .

17.017 6.1910 5.80 .Q . . . V .

17.033 6.1989 5.74 .Q . . . V .

17.050 6.2067 5.68 .Q . . . V .

17.067 6.2145 5.62 .Q . . . V .

17.083 6.2221 5.57 .Q . . . V .

17.100 6.2297 5.51 .Q . . . V .

17.117 6.2372 5.44 .Q . . . V .

17.133 6.2446 5.38 .Q . . . V .

17.150 6.2519 5.31 .Q . . . V .

17.167 6.2592 5.24 .Q . . . V .

17.183 6.2663 5.18 .Q . . . V .

17.200 6.2733 5.11 .Q . . . V .

17.217 6.2803 5.05 .Q . . . V .

17.233 6.2872 4.98 .Q . . . V .

17.250 6.2939 4.92 .Q . . . V .

17.267 6.3006 4.88 .Q . . . V .

17.283 6.3073 4.84 .Q . . . V .

17.300 6.3139 4.80 .Q . . . V .

17.317 6.3205 4.77 .Q . . . V .

17.333 6.3270 4.73 .Q . . . V .

17.350 6.3335 4.70 .Q . . . V .

17.367 6.3399 4.66 .Q . . . V .

17.383 6.3463 4.62 .Q . . . V .

17.400 6.3526 4.59 .Q . . . V .

17.417 6.3589 4.55 .Q . . . V .

17.433 6.3651 4.52 .Q . . . V .

17.450 6.3713 4.49 .Q . . . V .

17.467 6.3774 4.47 .Q . . . V .

17.483 6.3835 4.44 .Q . . . V .

17.500 6.3896 4.41 .Q . . . V .

17.517 6.3956 4.38 .Q . . . V .

17.533 6.4016 4.35 .Q . . . V .

17.550 6.4076 4.32 .Q . . . V .

17.567 6.4135 4.29 .Q . . . V .

17.583 6.4193 4.26 .Q . . . V .

17.600 6.4252 4.24 .Q . . . V .

17.617 6.4310 4.21 .Q . . . V .

17.633 6.4367 4.19 .Q . . . V .

17.650 6.4425 4.16 .Q . . . V .

17.667 6.4482 4.14 .Q . . . V .

17.683 6.4538 4.11 .Q . . . V .

17.700 6.4595 4.08 .Q . . . V .

17.717 6.4651 4.06 .Q . . . V .

17.733 6.4706 4.04 .Q . . . V .

17.750 6.4761 4.02 .Q . . . V .

17.767 6.4816 3.99 .Q . . . V .

17.783 6.4871 3.97 .Q . . . V .

17.800 6.4926 3.95 .Q . . . V .

17.817 6.4980 3.93 .Q . . . V .

17.833 6.5034 3.91 .Q . . . V .

17.850 6.5087 3.89 .Q . . . V .

17.867 6.5140 3.86 .Q . . . V .

17.883 6.5193 3.84 .Q . . . V .

17.900 6.5246 3.82 .Q . . . V .

17.917 6.5298 3.81 .Q . . . V .

17.933 6.5350 3.79 .Q . . . V .

17.950 6.5402 3.77 .Q . . . V .

17.967 6.5454 3.75 .Q . . . V .

17.983 6.5505 3.73 .Q . . . V .

18.000 6.5557 3.71 .Q . . . V .

18.017 6.5607 3.69 .Q . . . V .

18.033 6.5658 3.66 .Q . . . V .

18.050 6.5707 3.58 .Q . . . V .

18.067 6.5755 3.49 .Q . . . V .

18.083 6.5802 3.41 .Q . . . V .

18.100 6.5848 3.32 .Q . . . V .

18.117 6.5892 3.24 .Q . . . V .

18.133 6.5936 3.16 Q . . . V .

18.150 6.5978 3.07 Q . . . V .

18.167 6.6019 2.99 Q . . . V .

18.183 6.6059 2.91 Q . . . V .

18.200 6.6099 2.88 Q . . . V .

18.217 6.6139 2.87 Q . . . V .

18.233 6.6178 2.85 Q . . . V .

18.250 6.6217 2.84 Q . . . V .

18.267 6.6256 2.83 Q . . . V .

18.283 6.6295 2.81 Q . . . V .

18.300 6.6333 2.80 Q . . . V .

18.317 6.6372 2.78 Q . . . V .

18.333 6.6410 2.77 Q . . . V .

18.350 6.6448 2.76 Q . . . V .

18.367 6.6485 2.74 Q . . . V .

18.383 6.6523 2.73 Q . . . V .

18.400 6.6561 2.72 Q . . . V .

18.417 6.6598 2.71 Q . . . V .

18.433 6.6635 2.69 Q . . . V .

18.450 6.6672 2.68 Q . . . V .

18.467 6.6709 2.67 Q . . . V .

18.483 6.6745 2.66 Q . . . V .

18.500 6.6782 2.65 Q . . . V .

18.517 6.6818 2.63 Q . . . V .

18.533 6.6854 2.62 Q . . . V .

18.550 6.6890 2.61 Q . . . V .

18.567 6.6926 2.60 Q . . . V .

18.583 6.6962 2.59 Q . . . V .

18.600 6.6997 2.58 Q . . . V .

18.617 6.7033 2.57 Q . . . V .

18.633 6.7068 2.56 Q . . . V .

18.650 6.7103 2.55 Q . . . V .

18.667 6.7138 2.54 Q . . . V .

18.683 6.7173 2.53 Q . . . V .

18.700 6.7207 2.52 Q . . . V .

18.717 6.7242 2.51 Q . . . V .

18.733 6.7276 2.50 Q . . . V .

18.750 6.7310 2.49 Q . . . V .

18.767 6.7344 2.48 Q . . . V .

18.783 6.7378 2.47 Q . . . V .

18.800 6.7412 2.46 Q . . . V .

18.817 6.7446 2.45 Q . . . V .

18.833 6.7479 2.44 Q . . . V .

18.850 6.7513 2.43 Q . . . V .

18.867 6.7546 2.42 Q . . . V .

18.883 6.7579 2.41 Q . . . V .

18.900 6.7612 2.40 Q . . . V .

18.917 6.7645 2.39 Q . . . V .

18.933 6.7678 2.38 Q . . . V .

18.950 6.7711 2.37 Q . . . V .

18.967 6.7743 2.36 Q . . . V .

18.983 6.7776 2.36 Q . . . V .

19.000 6.7808 2.35 Q . . . V .

19.017 6.7840 2.34 Q . . . V .

19.033 6.7872 2.33 Q . . . V .

19.050 6.7904 2.32 Q . . . V .

19.067 6.7936 2.31 Q . . . V .

19.083 6.7968 2.30 Q . . . V .

19.100 6.8000 2.30 Q . . . V .

19.117 6.8031 2.29 Q . . . V .

19.133 6.8063 2.28 Q . . . V .

19.150 6.8094 2.27 Q . . . V .

19.167 6.8125 2.27 Q . . . V .

19.183 6.8156 2.26 Q . . . V .

19.200 6.8187 2.25 Q . . . V .

19.217 6.8218 2.24 Q . . . V .

19.233 6.8249 2.23 Q . . . V .

19.250 6.8280 2.23 Q . . . V .

19.267 6.8310 2.22 Q . . . V .

19.283 6.8341 2.21 Q . . . V .

19.300 6.8371 2.20 Q . . . V .

19.317 6.8401 2.20 Q . . . V .

19.333 6.8431 2.19 Q . . . V .

19.350 6.8461 2.18 Q . . . V .

19.367 6.8491 2.18 Q . . . V .

19.383 6.8521 2.17 Q . . . V .

19.400 6.8551 2.16 Q . . . V .

19.417 6.8581 2.16 Q . . . V .

19.433 6.8610 2.15 Q . . . V .

19.450 6.8640 2.14 Q . . . V .

19.467 6.8669 2.14 Q . . . V .

19.483 6.8699 2.13 Q . . . V .

19.500 6.8728 2.12 Q . . . V .

19.517 6.8757 2.12 Q . . . V .

19.533 6.8786 2.11 Q . . . V .

19.550 6.8815 2.10 Q . . . V .

19.567 6.8844 2.10 Q . . . V .

19.583 6.8873 2.09 Q . . . V .

19.600 6.8901 2.08 Q . . . V .

19.617 6.8930 2.08 Q . . . V .

19.633 6.8958 2.07 Q . . . V .

19.650 6.8987 2.06 Q . . . V .

19.667 6.9015 2.06 Q . . . V .

19.683 6.9043 2.05 Q . . . V .

19.700 6.9072 2.05 Q . . . V .

19.717 6.9100 2.04 Q . . . V .

19.733 6.9128 2.03 Q . . . V .

19.750 6.9156 2.03 Q . . . V .

19.767 6.9184 2.02 Q . . . V .

19.783 6.9211 2.02 Q . . . V .

19.800 6.9239 2.01 Q . . . V .

19.817 6.9267 2.01 Q . . . V .

19.833 6.9294 2.00 Q . . . V .

19.850 6.9322 1.99 Q . . . V .

19.867 6.9349 1.99 Q . . . V .

19.883 6.9376 1.98 Q . . . V .

19.900 6.9404 1.98 Q . . . V .

19.917 6.9431 1.97 Q . . . V .

19.933 6.9458 1.97 Q . . . V .

19.950 6.9485 1.96 Q . . . V .

19.967 6.9512 1.96 Q . . . V .

19.983 6.9539 1.95 Q . . . V .

20.000 6.9566 1.95 Q . . . V .

20.017 6.9592 1.94 Q . . . V .

20.033 6.9619 1.93 Q . . . V .

20.050 6.9645 1.93 Q . . . V .

20.067 6.9672 1.92 Q . . . V .

20.083 6.9698 1.92 Q . . . V .

20.100 6.9725 1.91 Q . . . V .

20.117 6.9751 1.91 Q . . . V .

20.133 6.9777 1.90 Q . . . V .

20.150 6.9803 1.90 Q . . . V .

20.167 6.9830 1.89 Q . . . V .

20.183 6.9856 1.89 Q . . . V .

20.200 6.9882 1.88 Q . . . V .

20.217 6.9907 1.88 Q . . . V .

20.233 6.9933 1.88 Q . . . V .

20.250 6.9959 1.87 Q . . . V .

20.267 6.9985 1.87 Q . . . V .

20.283 7.0010 1.86 Q . . . V .

20.300 7.0036 1.86 Q . . . V .

20.317 7.0061 1.85 Q . . . V .

20.333 7.0087 1.85 Q . . . V .

20.350 7.0112 1.84 Q . . . V .

20.367 7.0138 1.84 Q . . . V .

20.383 7.0163 1.83 Q . . . V .

20.400 7.0188 1.83 Q . . . V .

20.417 7.0213 1.82 Q . . . V .

20.433 7.0238 1.82 Q . . . V .

20.450 7.0263 1.82 Q . . . V .

20.467 7.0288 1.81 Q . . . V .

20.483 7.0313 1.81 Q . . . V .

20.500 7.0338 1.80 Q . . . V .

20.517 7.0363 1.80 Q . . . V .

20.533 7.0387 1.79 Q . . . V .

20.550 7.0412 1.79 Q . . . V .

20.567 7.0437 1.79 Q . . . V .

20.583 7.0461 1.78 Q . . . V .

20.600 7.0486 1.78 Q . . . V .

20.617 7.0510 1.77 Q . . . V .

20.633 7.0534 1.77 Q . . . V .

20.650 7.0559 1.76 Q . . . V .

20.667 7.0583 1.76 Q . . . V .

20.683 7.0607 1.76 Q . . . V .

20.700 7.0631 1.75 Q . . . V .

20.717 7.0655 1.75 Q . . . V .

20.733 7.0679 1.74 Q . . . V .

20.750 7.0703 1.74 Q . . . V .

20.767 7.0727 1.74 Q . . . V .

20.783 7.0751 1.73 Q . . . V .

20.800 7.0775 1.73 Q . . . V .

20.817 7.0799 1.73 Q . . . V .

20.833 7.0823 1.72 Q . . . V .

20.850 7.0846 1.72 Q . . . V .

20.867 7.0870 1.71 Q . . . V .

20.883 7.0893 1.71 Q . . . V .

20.900 7.0917 1.71 Q . . . V .

20.917 7.0940 1.70 Q . . . V .

20.933 7.0964 1.70 Q . . . V .

20.950 7.0987 1.70 Q . . . V .

20.967 7.1010 1.69 Q . . . V .

20.983 7.1034 1.69 Q . . . V .

21.000 7.1057 1.68 Q . . . V .

21.017 7.1080 1.68 Q . . . V .

21.033 7.1103 1.68 Q . . . V .

21.050 7.1126 1.67 Q . . . V .

21.067 7.1149 1.67 Q . . . V .

21.083 7.1172 1.67 Q . . . V .

21.100 7.1195 1.66 Q . . . V .

21.117 7.1218 1.66 Q . . . V .

21.133 7.1241 1.66 Q . . . V .

21.150 7.1263 1.65 Q . . . V .

21.167 7.1286 1.65 Q . . . V .

21.183 7.1309 1.65 Q . . . V .

21.200 7.1331 1.64 Q . . . V .

21.217 7.1354 1.64 Q . . . V .

21.233 7.1377 1.64 Q . . . V .

21.250 7.1399 1.63 Q . . . V .

21.267 7.1421 1.63 Q . . . V .

21.283 7.1444 1.63 Q . . . V .

21.300 7.1466 1.62 Q . . . V .

21.317 7.1488 1.62 Q . . . V .

21.333 7.1511 1.62 Q . . . V .

21.350 7.1533 1.61 Q . . . V .

21.367 7.1555 1.61 Q . . . V .

21.383 7.1577 1.61 Q . . . V .

21.400 7.1599 1.60 Q . . . V .

21.417 7.1621 1.60 Q . . . V .

21.433 7.1643 1.60 Q . . . V .

21.450 7.1665 1.59 Q . . . V .

21.467 7.1687 1.59 Q . . . V .

21.483 7.1709 1.59 Q . . . V .

21.500 7.1731 1.58 Q . . . V .

21.517 7.1753 1.58 Q . . . V .

21.533 7.1774 1.58 Q . . . V .

21.550 7.1796 1.58 Q . . . V .

21.567 7.1818 1.57 Q . . . V .

21.583 7.1839 1.57 Q . . . V .

21.600 7.1861 1.57 Q . . . V .

21.617 7.1882 1.56 Q . . . V .

21.633 7.1904 1.56 Q . . . V .

21.650 7.1925 1.56 Q . . . V .

21.667 7.1947 1.55 Q . . . V .

21.683 7.1968 1.55 Q . . . V .

21.700 7.1989 1.55 Q . . . V .

21.717 7.2011 1.55 Q . . . V .

21.733 7.2032 1.54 Q . . . V .

21.750 7.2053 1.54 Q . . . V .

21.767 7.2074 1.54 Q . . . V .

21.783 7.2096 1.53 Q . . . V .

21.800 7.2117 1.53 Q . . . V .

21.817 7.2138 1.53 Q . . . V .

21.833 7.2159 1.53 Q . . . V .

21.850 7.2180 1.52 Q . . . V .

21.867 7.2201 1.52 Q . . . V .

21.883 7.2221 1.52 Q . . . V .

21.900 7.2242 1.51 Q . . . V .

21.917 7.2263 1.51 Q . . . V .

21.933 7.2284 1.51 Q . . . V .

21.950 7.2305 1.51 Q . . . V .

21.967 7.2325 1.50 Q . . . V .

21.983 7.2346 1.50 Q . . . V .

22.000 7.2367 1.50 Q . . . V .

22.017 7.2387 1.50 Q . . . V .

22.033 7.2408 1.49 Q . . . V .

22.050 7.2428 1.49 Q . . . V .

22.067 7.2449 1.49 Q . . . V .

22.083 7.2469 1.49 Q . . . V .

22.100 7.2490 1.48 Q . . . V .

22.117 7.2510 1.48 Q . . . V .

22.133 7.2531 1.48 Q . . . V .

22.150 7.2551 1.47 Q . . . V .

22.167 7.2571 1.47 Q . . . V .

22.183 7.2591 1.47 Q . . . V .

22.200 7.2612 1.47 Q . . . V .

22.217 7.2632 1.46 Q . . . V .

22.233 7.2652 1.46 Q . . . V .

22.250 7.2672 1.46 Q . . . V .

22.267 7.2692 1.46 Q . . . V .

22.283 7.2712 1.45 Q . . . V .

22.300 7.2732 1.45 Q . . . V .

22.317 7.2752 1.45 Q . . . V .

22.333 7.2772 1.45 Q . . . V .

22.350 7.2792 1.44 Q . . . V .

22.367 7.2812 1.44 Q . . . V .

22.383 7.2832 1.44 Q . . . V .

22.400 7.2851 1.44 Q . . . V .

22.417 7.2871 1.44 Q . . . V .

22.433 7.2891 1.43 Q . . . V .

22.450 7.2911 1.43 Q . . . V .

22.467 7.2930 1.43 Q . . . V.

22.483 7.2950 1.43 Q . . . V.

22.500 7.2970 1.42 Q . . . V.

22.517 7.2989 1.42 Q . . . V.

22.533 7.3009 1.42 Q . . . V.

22.550 7.3028 1.42 Q . . . V.

22.567 7.3048 1.41 Q . . . V.

22.583 7.3067 1.41 Q . . . V.

22.600 7.3086 1.41 Q . . . V.

22.617 7.3106 1.41 Q . . . V.

22.633 7.3125 1.41 Q . . . V.

22.650 7.3145 1.40 Q . . . V.

22.667 7.3164 1.40 Q . . . V.

22.683 7.3183 1.40 Q . . . V.

22.700 7.3202 1.40 Q . . . V.

22.717 7.3222 1.39 Q . . . V.

22.733 7.3241 1.39 Q . . . V.

22.750 7.3260 1.39 Q . . . V.

22.767 7.3279 1.39 Q . . . V.

22.783 7.3298 1.39 Q . . . V.

22.800 7.3317 1.38 Q . . . V.

22.817 7.3336 1.38 Q . . . V.

22.833 7.3355 1.38 Q . . . V.

22.850 7.3374 1.38 Q . . . V.

22.867 7.3393 1.37 Q . . . V.

22.883 7.3412 1.37 Q . . . V.

22.900 7.3431 1.37 Q . . . V.

22.917 7.3450 1.37 Q . . . V.

22.933 7.3468 1.37 Q . . . V.

22.950 7.3487 1.36 Q . . . V.

22.967 7.3506 1.36 Q . . . V.

22.983 7.3525 1.36 Q . . . V.

23.000 7.3543 1.36 Q . . . V.

23.017 7.3562 1.36 Q . . . V.

23.033 7.3581 1.35 Q . . . V.

23.050 7.3599 1.35 Q . . . V.

23.067 7.3618 1.35 Q . . . V.

23.083 7.3636 1.35 Q . . . V.

23.100 7.3655 1.35 Q . . . V.

23.117 7.3673 1.34 Q . . . V.

23.133 7.3692 1.34 Q . . . V.

23.150 7.3710 1.34 Q . . . V.

23.167 7.3729 1.34 Q . . . V.

23.183 7.3747 1.34 Q . . . V.

23.200 7.3766 1.33 Q . . . V.

23.217 7.3784 1.33 Q . . . V.

23.233 7.3802 1.33 Q . . . V.

23.250 7.3821 1.33 Q . . . V.

23.267 7.3839 1.33 Q . . . V.

23.283 7.3857 1.32 Q . . . V.

23.300 7.3875 1.32 Q . . . V.

23.317 7.3893 1.32 Q . . . V.

23.333 7.3912 1.32 Q . . . V.

23.350 7.3930 1.32 Q . . . V.

23.367 7.3948 1.31 Q . . . V.

23.383 7.3966 1.31 Q . . . V.

23.400 7.3984 1.31 Q . . . V.

23.417 7.4002 1.31 Q . . . V.

23.433 7.4020 1.31 Q . . . V.

23.450 7.4038 1.30 Q . . . V.

23.467 7.4056 1.30 Q . . . V.

23.483 7.4074 1.30 Q . . . V.

23.500 7.4092 1.30 Q . . . V.

23.517 7.4110 1.30 Q . . . V.

23.533 7.4127 1.30 Q . . . V.

23.550 7.4145 1.29 Q . . . V.

23.567 7.4163 1.29 Q . . . V.

23.583 7.4181 1.29 Q . . . V.

23.600 7.4198 1.29 Q . . . V.

23.617 7.4216 1.29 Q . . . V.

23.633 7.4234 1.28 Q . . . V.

23.650 7.4252 1.28 Q . . . V.

23.667 7.4269 1.28 Q . . . V.

23.683 7.4287 1.28 Q . . . V.

23.700 7.4304 1.28 Q . . . V.

23.717 7.4322 1.28 Q . . . V.

23.733 7.4340 1.27 Q . . . V.

23.750 7.4357 1.27 Q . . . V.

23.767 7.4375 1.27 Q . . . V.

23.783 7.4392 1.27 Q . . . V.

23.800 7.4409 1.27 Q . . . V.

23.817 7.4427 1.27 Q . . . V.

23.833 7.4444 1.26 Q . . . V.

23.850 7.4462 1.26 Q . . . V.

23.867 7.4479 1.26 Q . . . V.

23.883 7.4496 1.26 Q . . . V.

23.900 7.4514 1.26 Q . . . V.

23.917 7.4531 1.26 Q . . . V.

23.933 7.4548 1.25 Q . . . V.

23.950 7.4566 1.25 Q . . . V.

23.967 7.4583 1.25 Q . . . V.

23.983 7.4600 1.25 Q . . . V.

24.000 7.4617 1.25 Q . . . V.

24.017 7.4634 1.25 Q . . . V.

24.033 7.4651 1.24 Q . . . V.

24.050 7.4668 1.24 Q . . . V.

24.067 7.4686 1.24 Q . . . V.

24.083 7.4703 1.24 Q . . . V.

24.100 7.4719 1.19 Q . . . V.

24.117 7.4734 1.06 Q . . . V.

24.133 7.4746 0.93 Q . . . V.

24.150 7.4757 0.79 Q . . . V.

24.167 7.4766 0.66 Q . . . V.

24.183 7.4774 0.53 Q . . . V.

24.200 7.4779 0.40 Q . . . V.

24.217 7.4783 0.26 Q . . . V.

24.233 7.4785 0.13 Q . . . V
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1454.0
10% 165.0
20% 100.0
30% 80.0
40% 70.0
50% 55.0
60% 40.0
70% 30.0
80% 20.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 455.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>STREAM NUMBER 3 ADDED TO STREAM NUMBER 1<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 455.00 TO NODE 470.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 2582.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 607.98
DOWNSTREAM ELEVATION(FT) = 444.42
PIPE DIAMETER(FT) = 6.50
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.017 0.00 0.00 0.00 0.000

0.033 0.00 0.00 0.00 0.000

0.050 0.00 0.00 0.00 0.000

0.067 0.00 0.00 0.00 0.000

0.083 0.00 0.00 0.00 0.000

0.100 0.00 0.00 0.00 0.000

0.117 0.00 0.00 0.00 0.000

0.133 0.00 0.00 0.00 0.000

0.150 0.03 0.50 0.00 0.000

0.167 0.15 0.50 0.00 0.000

0.183 0.29 0.50 0.00 0.000

0.200 0.42 0.50 0.00 0.000

0.217 0.55 0.50 0.00 0.000

0.233 0.69 0.50 0.00 0.000

0.250 0.82 0.50 0.00 0.000

0.267 0.95 0.50 0.00 0.000

0.283 1.09 0.50 0.00 0.000

0.300 1.21 0.50 0.00 0.000

0.317 1.24 0.50 0.00 0.000

0.333 1.25 0.50 0.00 0.000

0.350 1.25 0.50 0.00 0.000

0.367 1.25 0.50 0.00 0.000

0.383 1.26 0.50 0.00 0.000

0.400 1.27 0.50 0.00 0.000

0.417 1.27 0.50 0.00 0.000

0.433 1.28 0.50 0.00 0.000

0.450 1.29 0.50 0.00 0.000

0.467 1.30 0.50 0.00 0.000

0.483 1.31 0.50 0.00 0.000

0.500 1.32 0.50 0.00 0.000

0.517 1.33 0.50 0.00 0.000

0.533 1.34 0.50 0.00 0.000

0.550 1.35 0.50 0.00 0.000

0.567 1.36 0.50 0.00 0.000

0.583 1.37 0.50 0.00 0.000

0.600 1.39 0.50 0.00 0.000

0.617 1.40 0.50 0.00 0.000

0.633 1.41 0.50 0.00 0.000

0.650 1.43 0.50 0.00 0.000

0.667 1.44 0.50 0.00 0.000

0.683 1.45 0.50 0.00 0.000

0.700 1.47 0.50 0.00 0.000

0.717 1.48 0.50 0.00 0.000

0.733 1.50 0.50 0.00 0.000

0.750 1.51 0.50 0.00 0.000

0.767 1.52 0.50 0.00 0.000

0.783 1.53 0.50 0.00 0.000

0.800 1.55 0.50 0.00 0.000

0.817 1.56 0.50 0.00 0.000

0.833 1.57 0.50 0.00 0.000

0.850 1.58 0.50 0.00 0.000

0.867 1.59 0.50 0.00 0.000

0.883 1.60 0.50 0.00 0.000

0.900 1.61 0.50 0.00 0.000

0.917 1.61 0.51 0.00 0.000

0.933 1.62 0.51 0.00 0.000

0.950 1.63 0.51 0.00 0.000

0.967 1.64 0.51 0.00 0.000

0.983 1.64 0.51 0.00 0.000

1.000 1.65 0.52 0.00 0.000

1.017 1.65 0.52 0.00 0.000

1.033 1.66 0.52 0.00 0.000

1.050 1.66 0.52 0.00 0.000

1.067 1.67 0.52 0.00 0.000

1.083 1.67 0.52 0.00 0.000

1.100 1.68 0.53 0.00 0.000

1.117 1.68 0.53 0.00 0.000

1.133 1.69 0.53 0.00 0.000

1.150 1.69 0.53 0.00 0.000

1.167 1.70 0.53 0.00 0.000

1.183 1.70 0.53 0.00 0.000

1.200 1.70 0.53 0.00 0.000

1.217 1.71 0.54 0.00 0.000

1.233 1.71 0.54 0.00 0.000

1.250 1.71 0.54 0.00 0.000

1.267 1.72 0.54 0.00 0.000

1.283 1.72 0.54 0.00 0.000

1.300 1.72 0.54 0.00 0.000

1.317 1.72 0.54 0.00 0.000

1.333 1.73 0.54 0.00 0.000

1.350 1.73 0.54 0.00 0.000

1.367 1.73 0.54 0.00 0.000

1.383 1.73 0.54 0.00 0.000

1.400 1.74 0.54 0.00 0.000

1.417 1.74 0.54 0.00 0.000

1.433 1.74 0.55 0.00 0.000

1.450 1.74 0.55 0.00 0.000

1.467 1.75 0.55 0.00 0.000

1.483 1.75 0.55 0.00 0.000

1.500 1.75 0.55 0.00 0.000

1.517 1.75 0.55 0.00 0.000

1.533 1.76 0.55 0.00 0.000

1.550 1.76 0.55 0.00 0.000

1.567 1.76 0.55 0.00 0.000

1.583 1.76 0.55 0.03 0.000

1.600 1.76 0.55 0.15 0.000

1.617 1.76 0.55 0.28 0.000

1.633 1.77 0.55 0.41 0.000

1.650 1.77 0.55 0.55 0.000

1.667 1.77 0.55 0.68 0.000

1.683 1.77 0.55 0.81 0.000

1.700 1.77 0.55 0.94 0.000

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17.550 6.45 2.02 4.75 0.000

17.567 6.39 2.00 4.17 0.000

17.583 6.34 1.99 6.65 0.000

17.600 6.28 1.97 6.95 0.000

17.617 6.23 1.95 5.87 0.000

17.633 6.25 1.96 5.82 0.000

17.650 6.25 1.96 5.76 0.000

17.667 6.07 1.90 5.71 0.000

17.683 6.03 1.89 6.96 0.000

17.700 5.98 1.87 5.85 0.000

17.717 5.93 1.86 5.53 0.000

17.733 5.89 1.85 5.54 0.000

17.750 5.85 1.83 5.72 0.000

17.767 5.81 1.82 10.02 0.000

17.783 5.76 1.81 2.60 0.000

17.800 5.72 1.79 5.03 0.000

17.817 5.68 1.78 5.35 0.000

17.833 5.65 1.77 5.30 0.000

17.850 5.69 1.78 5.26 0.000

17.867 5.63 1.76 5.77 0.000

17.883 5.53 1.73 5.96 0.000

17.900 5.50 1.72 5.14 0.000

17.917 5.46 1.71 5.15 0.000

17.933 5.43 1.70 5.20 0.000

17.950 5.40 1.69 5.17 0.000

17.967 5.37 1.68 5.35 0.000

17.983 5.33 1.67 6.29 0.000

18.000 5.30 1.66 6.30 0.000

18.017 5.27 1.65 6.14 0.000

18.033 5.22 1.64 2.39 0.000

18.050 5.13 1.61 4.97 0.000

18.067 5.03 1.58 4.94 0.000

18.083 4.94 1.55 5.78 0.000

18.100 4.94 1.55 5.06 0.000

18.117 4.76 1.49 4.90 0.000

18.133 4.65 1.46 4.88 0.000

18.150 4.56 1.43 4.86 0.000

18.167 4.46 1.40 4.83 0.000

18.183 4.37 1.37 4.80 0.000

18.200 4.32 1.36 5.64 0.000

18.217 4.29 1.35 4.81 0.000

18.233 4.26 1.34 4.70 0.000

18.250 4.23 1.33 6.78 0.000

18.267 4.20 1.32 4.15 0.000

18.283 4.17 1.31 3.12 0.000

18.300 4.14 1.30 4.69 0.000

18.317 4.11 1.29 5.42 0.000

18.333 4.21 1.32 4.71 0.000

18.350 4.05 1.27 4.61 0.000

18.367 4.02 1.26 4.59 0.000

18.383 3.99 1.25 4.57 0.000

18.400 3.96 1.24 4.54 0.000

18.417 3.93 1.23 4.52 0.000

18.433 3.89 1.22 4.76 0.000

18.450 3.86 1.21 5.01 0.000

18.467 3.83 1.20 3.99 0.000

18.483 3.84 1.20 2.71 0.000

18.500 3.92 1.23 3.91 0.000

18.517 3.76 1.18 3.67 0.000

18.533 3.74 1.17 2.36 0.000

18.550 3.72 1.17 5.03 0.000

18.567 3.70 1.16 3.85 0.000

18.583 3.68 1.15 0.64 0.000

18.600 3.66 1.15 4.12 0.000

18.617 3.64 1.14 2.24 0.000

18.633 3.63 1.14 2.41 0.000

18.650 3.68 1.15 3.96 0.000

18.667 3.64 1.14 1.59 0.000

18.683 3.57 1.12 3.47 0.000

18.700 3.55 1.11 2.46 0.000

18.717 3.54 1.11 2.97 0.000

18.733 3.52 1.10 3.35 0.000

18.750 3.50 1.10 4.21 0.000

18.767 3.49 1.09 3.36 0.000

18.783 3.47 1.09 3.25 0.000

18.800 3.46 1.08 3.21 0.000

18.817 3.44 1.08 3.17 0.000

18.833 3.48 1.09 3.87 0.000

18.850 3.45 1.08 3.40 0.000

18.867 3.39 1.06 4.84 0.000

18.883 3.38 1.06 4.21 0.000

18.900 3.37 1.06 0.39 0.000

18.917 3.35 1.05 3.66 0.000

18.933 3.34 1.05 3.28 0.000

18.950 3.33 1.04 2.95 0.000

18.967 3.31 1.04 2.92 0.000

18.983 3.30 1.03 2.89 0.000

19.000 3.29 1.03 3.85 0.000

19.017 3.27 1.03 2.90 0.000

19.033 3.26 1.02 2.79 0.000

19.050 3.30 1.03 2.79 0.000

19.067 3.26 1.02 3.93 0.000

19.083 3.22 1.01 6.73 0.000

19.100 3.21 1.01 0.22 0.000

19.117 3.20 1.00 1.77 0.000

19.133 3.18 1.00 3.03 0.000

19.150 3.17 0.99 3.02 0.000

19.167 3.16 0.99 3.39 0.000

19.183 3.15 0.99 3.32 0.000

19.200 3.14 0.98 2.98 0.000

19.217 3.13 0.98 2.97 0.000

19.233 3.12 0.98 2.95 0.000

19.250 3.11 0.97 2.94 0.000

19.267 3.09 0.97 5.77 0.000

19.283 3.08 0.97 2.00 0.000

19.300 3.13 0.98 2.70 0.000

19.317 3.07 0.96 1.88 0.000

19.333 3.05 0.96 2.92 0.000

19.350 3.04 0.95 2.91 0.000

19.367 3.03 0.95 2.95 0.000

19.383 3.02 0.95 3.47 0.000

19.400 3.01 0.94 2.87 0.000

19.417 3.00 0.94 2.86 0.000

19.433 2.99 0.94 2.84 0.000

19.450 2.98 0.93 2.84 0.000

19.467 2.97 0.93 2.86 0.000

19.483 2.96 0.93 5.11 0.000

19.500 2.95 0.93 2.28 0.000

19.517 2.94 0.92 2.69 0.000

19.533 2.93 0.92 1.86 0.000

19.550 2.92 0.92 2.82 0.000

19.567 2.93 0.92 2.81 0.000

19.583 2.94 0.92 2.80 0.000

19.600 2.89 0.91 3.20 0.000

19.617 2.89 0.90 2.93 0.000

19.633 2.88 0.90 2.76 0.000

19.650 2.87 0.90 2.76 0.000

19.667 2.86 0.90 2.77 0.000

19.683 2.85 0.89 2.76 0.000

19.700 2.84 0.89 2.75 0.000

19.717 2.83 0.89 3.11 0.000

19.733 2.82 0.89 4.20 0.000

19.750 2.82 0.88 2.36 0.000

19.767 2.81 0.88 2.80 0.000

19.783 2.80 0.88 1.64 0.000

19.800 2.79 0.87 2.68 0.000

19.817 2.78 0.87 2.68 0.000

19.833 2.78 0.87 3.08 0.000

19.850 2.77 0.87 2.80 0.000

19.867 2.77 0.87 2.69 0.000

19.883 2.79 0.87 2.68 0.000

19.900 2.74 0.86 2.67 0.000

19.917 2.73 0.86 2.66 0.000

19.933 2.73 0.85 2.65 0.000

19.950 2.72 0.85 2.80 0.000

19.967 2.71 0.85 2.96 0.000

19.983 2.70 0.85 2.61 0.000

20.000 2.70 0.85 2.60 0.000

20.017 2.69 0.84 2.88 0.000

20.033 2.68 0.84 4.48 0.000

20.050 2.67 0.84 0.88 0.000

20.067 2.67 0.84 2.20 0.000

20.083 2.66 0.83 3.05 0.000

20.100 2.65 0.83 2.58 0.000

20.117 2.65 0.83 2.56 0.000

20.133 2.64 0.83 2.55 0.000

20.150 2.63 0.82 2.54 0.000

20.167 2.62 0.82 2.53 0.000

20.183 2.62 0.82 2.54 0.000

20.200 2.65 0.83 2.79 0.000

20.217 2.62 0.82 2.75 0.000

20.233 2.64 0.83 2.54 0.000

20.250 2.63 0.82 2.53 0.000

20.267 2.62 0.82 2.52 0.000

20.283 2.62 0.82 2.51 0.000

20.300 2.61 0.82 2.50 0.000

20.317 2.60 0.82 2.49 0.000

20.333 2.59 0.81 3.03 0.000

20.350 2.59 0.81 3.83 0.000

20.367 2.58 0.81 1.84 0.000

20.383 2.57 0.81 1.65 0.000

20.400 2.57 0.80 2.47 0.000

20.417 2.56 0.80 2.46 0.000

20.433 2.55 0.80 2.45 0.000

20.450 2.55 0.80 2.50 0.000

20.467 2.54 0.80 2.80 0.000

20.483 2.54 0.79 2.42 0.000

20.500 2.53 0.79 2.42 0.000

20.517 2.52 0.79 2.41 0.000

20.533 2.52 0.79 2.41 0.000

20.550 2.51 0.79 2.42 0.000

20.567 2.50 0.78 2.42 0.000

20.583 2.50 0.78 2.54 0.000

20.600 2.49 0.78 2.67 0.000

20.617 2.48 0.78 2.40 0.000

20.633 2.48 0.78 2.39 0.000

20.650 2.47 0.77 2.38 0.000

20.667 2.47 0.77 2.37 0.000

20.683 2.46 0.77 2.66 0.000

20.700 2.45 0.77 4.04 0.000

20.717 2.45 0.77 0.57 0.000

20.733 2.44 0.77 2.57 0.000

20.750 2.44 0.76 2.35 0.000

20.767 2.43 0.76 2.34 0.000

20.783 2.43 0.76 2.34 0.000

20.800 2.42 0.76 2.33 0.000

20.817 2.41 0.76 2.32 0.000

20.833 2.41 0.75 2.31 0.000

20.850 2.40 0.75 2.48 0.000

20.867 2.40 0.75 2.51 0.000

20.883 2.39 0.75 2.29 0.000

20.900 2.39 0.75 2.30 0.000

20.917 2.38 0.75 2.30 0.000

20.933 2.38 0.74 2.30 0.000

20.950 2.37 0.74 2.29 0.000

20.967 2.36 0.74 2.29 0.000

20.983 2.36 0.74 2.38 0.000

21.000 2.35 0.74 2.53 0.000

21.017 2.35 0.74 2.26 0.000

21.033 2.34 0.73 2.26 0.000

21.050 2.34 0.73 2.63 0.000

21.067 2.33 0.73 3.48 0.000

21.083 2.33 0.73 1.46 0.000

21.100 2.32 0.73 3.60 0.000

21.117 2.32 0.73 2.26 0.000

21.133 2.31 0.72 2.26 0.000

21.150 2.31 0.72 2.25 0.000

21.167 2.30 0.72 2.25 0.000

21.183 2.30 0.72 2.24 0.000

21.200 2.29 0.72 2.23 0.000

21.217 2.29 0.72 2.38 0.000

21.233 2.28 0.72 2.44 0.000

21.250 2.28 0.71 2.22 0.000

21.267 2.27 0.71 2.22 0.000

21.283 2.27 0.71 2.22 0.000

21.300 2.26 0.71 2.21 0.000

21.317 2.26 0.71 2.21 0.000

21.333 2.25 0.71 2.20 0.000

21.350 2.25 0.71 2.26 0.000

21.367 2.24 0.70 2.48 0.000

21.383 2.24 0.70 2.18 0.000

21.400 2.24 0.70 2.18 0.000

21.417 2.23 0.70 2.17 0.000

21.433 2.23 0.70 2.18 0.000

21.450 2.22 0.70 2.17 0.000

21.467 2.22 0.69 2.17 0.000

21.483 2.21 0.69 2.16 0.000

21.500 2.21 0.69 2.45 0.000

21.517 2.20 0.69 2.20 0.000

21.533 2.20 0.69 2.15 0.000

21.550 2.19 0.69 2.14 0.000

21.567 2.19 0.69 2.14 0.000

21.583 2.19 0.69 2.13 0.000

21.600 2.18 0.68 2.13 0.000

21.617 2.18 0.68 2.13 0.000

21.633 2.17 0.68 2.29 0.000

21.650 2.17 0.68 2.29 0.000

21.667 2.16 0.68 2.12 0.000

21.683 2.16 0.68 2.11 0.000

21.700 2.16 0.68 2.11 0.000

21.717 2.15 0.67 2.10 0.000

21.733 2.15 0.67 2.10 0.000

21.750 2.14 0.67 2.09 0.000

21.767 2.14 0.67 2.11 0.000

21.783 2.14 0.67 2.39 0.000

21.800 2.13 0.67 2.09 0.000

21.817 2.13 0.67 2.08 0.000

21.833 2.12 0.67 2.08 0.000

21.850 2.12 0.66 2.07 0.000

21.867 2.12 0.66 2.07 0.000

21.883 2.11 0.66 2.06 0.000

21.900 2.11 0.66 2.06 0.000

21.917 2.10 0.66 2.21 0.000

21.933 2.10 0.66 2.21 0.000

21.950 2.10 0.66 2.05 0.000

21.967 2.09 0.66 2.05 0.000

21.983 2.09 0.65 2.05 0.000

22.000 2.08 0.65 2.04 0.000

22.017 2.08 0.65 2.04 0.000

22.033 2.08 0.65 2.03 0.000

22.050 2.07 0.65 2.03 0.000

22.067 2.07 0.65 2.27 0.000

22.083 2.06 0.65 2.07 0.000

22.100 2.06 0.65 2.01 0.000

22.117 2.06 0.64 2.01 0.000

22.133 2.05 0.64 2.01 0.000

22.150 2.05 0.64 2.01 0.000

22.167 2.05 0.64 2.01 0.000

22.183 2.04 0.64 2.00 0.000

22.200 2.04 0.64 2.03 0.000

22.217 2.04 0.64 2.25 0.000

22.233 2.03 0.64 1.99 0.000

22.250 2.03 0.64 1.98 0.000

22.267 2.02 0.63 1.98 0.000

22.283 2.02 0.63 1.98 0.000

22.300 2.02 0.63 1.97 0.000

22.317 2.01 0.63 1.98 0.000

22.333 2.01 0.63 1.97 0.000

22.350 2.01 0.63 2.06 0.000

22.367 2.00 0.63 2.16 0.000

22.383 2.00 0.63 1.96 0.000

22.400 2.00 0.63 1.96 0.000

22.417 1.99 0.62 1.95 0.000

22.433 1.99 0.62 1.95 0.000

22.450 1.99 0.62 1.94 0.000

22.467 1.98 0.62 1.94 0.000

22.483 1.98 0.62 1.94 0.000

22.500 1.98 0.62 2.06 0.000

22.517 1.97 0.62 2.09 0.000

22.533 1.97 0.62 1.93 0.000

22.550 1.97 0.62 1.93 0.000

22.567 1.96 0.62 1.92 0.000

22.583 1.96 0.61 1.92 0.000

22.600 1.96 0.61 1.92 0.000

22.617 1.95 0.61 1.91 0.000

22.633 1.95 0.61 1.91 0.000

22.650 1.95 0.61 2.05 0.000

22.667 1.94 0.61 2.04 0.000

22.683 1.94 0.61 1.91 0.000

22.700 1.94 0.61 1.90 0.000

22.717 1.93 0.61 1.90 0.000

22.733 1.93 0.61 1.89 0.000

22.750 1.93 0.60 1.89 0.000

22.767 1.92 0.60 1.89 0.000

22.783 1.92 0.60 1.88 0.000

22.800 1.92 0.60 2.00 0.000

22.817 1.91 0.60 2.02 0.000

22.833 1.91 0.60 1.87 0.000

22.850 1.91 0.60 1.87 0.000

22.867 1.91 0.60 1.87 0.000

22.883 1.90 0.60 1.87 0.000

22.900 1.90 0.60 1.86 0.000

22.917 1.90 0.59 1.86 0.000

22.933 1.89 0.59 1.86 0.000

22.950 1.89 0.59 1.94 0.000

22.967 1.89 0.59 2.02 0.000

22.983 1.88 0.59 1.85 0.000

23.000 1.88 0.59 1.84 0.000

23.017 1.88 0.59 1.85 0.000

23.033 1.88 0.59 1.84 0.000

23.050 1.87 0.59 1.84 0.000

23.067 1.87 0.59 1.84 0.000

23.083 1.87 0.59 1.83 0.000

23.100 1.86 0.58 1.86 0.000

23.117 1.86 0.58 2.05 0.000

23.133 1.86 0.58 1.82 0.000

23.150 1.86 0.58 1.82 0.000

23.167 1.85 0.58 1.82 0.000

23.183 1.85 0.58 1.82 0.000

23.200 1.85 0.58 1.82 0.000

23.217 1.84 0.58 1.81 0.000

23.233 1.84 0.58 1.81 0.000

23.250 1.84 0.58 1.81 0.000

23.267 1.84 0.58 2.02 0.000

23.283 1.83 0.57 1.83 0.000

23.300 1.83 0.57 1.80 0.000

23.317 1.83 0.57 1.79 0.000

23.333 1.82 0.57 1.79 0.000

23.350 1.82 0.57 1.79 0.000

23.367 1.82 0.57 1.79 0.000

23.383 1.82 0.57 1.79 0.000

23.400 1.81 0.57 1.78 0.000

23.417 1.81 0.57 1.91 0.000

23.433 1.81 0.57 1.89 0.000

23.450 1.81 0.57 1.77 0.000

23.467 1.80 0.57 1.77 0.000

23.483 1.80 0.56 1.77 0.000

23.500 1.80 0.56 1.76 0.000

23.517 1.80 0.56 1.76 0.000

23.533 1.79 0.56 1.76 0.000

23.550 1.79 0.56 1.76 0.000

23.567 1.79 0.56 1.79 0.000

23.583 1.79 0.56 1.96 0.000

23.600 1.78 0.56 1.75 0.000

23.617 1.78 0.56 1.75 0.000

23.633 1.78 0.56 1.75 0.000

23.650 1.78 0.56 1.74 0.000

23.667 1.77 0.56 1.74 0.000

23.683 1.77 0.55 1.74 0.000

23.700 1.77 0.55 1.74 0.000

23.717 1.77 0.55 1.74 0.000

23.733 1.76 0.55 1.88 0.000

23.750 1.76 0.55 1.81 0.000

23.767 1.76 0.55 1.73 0.000

23.783 1.76 0.55 1.73 0.000

23.800 1.75 0.55 1.72 0.000

23.817 1.75 0.55 1.72 0.000

23.833 1.75 0.55 1.72 0.000

23.850 1.75 0.55 1.71 0.000

23.867 1.74 0.55 1.71 0.000

23.883 1.74 0.55 1.73 0.000

23.900 1.74 0.54 1.92 0.000

23.917 1.74 0.54 1.71 0.000

23.933 1.73 0.54 1.70 0.000

23.950 1.73 0.54 1.70 0.000

23.967 1.73 0.54 1.70 0.000

23.983 1.73 0.54 1.70 0.000

24.000 1.72 0.54 1.69 0.000

24.017 1.72 0.54 1.69 0.000

24.033 1.72 0.54 1.69 0.000

24.050 1.72 0.54 1.79 0.000

24.067 1.71 0.54 1.80 0.000

24.083 1.71 0.54 1.69 0.000

24.100 1.66 0.52 1.68 0.000

24.117 1.53 0.50 1.68 0.000

24.133 1.40 0.50 1.68 0.000

24.150 1.27 0.50 1.68 0.000

24.167 1.13 0.50 1.67 0.000

24.183 1.00 0.50 1.67 0.000

24.200 0.87 0.50 1.67 0.000

24.217 0.73 0.50 1.82 0.000

24.233 0.60 0.50 1.72 0.000

24.250 0.47 0.50 1.66 0.000

24.267 0.47 0.50 1.66 0.000

24.283 0.47 0.50 1.66 0.000

24.300 0.47 0.50 1.66 0.000

24.317 0.46 0.50 1.65 0.000

24.333 0.46 0.50 1.65 0.000

24.350 0.46 0.50 1.65 0.000

24.367 0.46 0.50 1.64 0.000

24.383 0.46 0.50 1.85 0.000

24.400 0.46 0.50 1.65 0.000

24.417 0.45 0.50 1.64 0.000

24.433 0.45 0.50 1.64 0.000

24.450 0.44 0.50 1.64 0.000

24.467 0.43 0.50 1.64 0.000

24.483 0.42 0.50 1.63 0.000

24.500 0.41 0.50 1.63 0.000

24.517 0.40 0.50 1.63 0.000

24.533 0.39 0.50 1.65 0.000

24.550 0.38 0.50 1.81 0.000

24.567 0.36 0.50 1.62 0.000

24.583 0.35 0.50 1.62 0.000

24.600 0.33 0.50 1.62 0.000

24.617 0.32 0.50 1.62 0.000

24.633 0.30 0.50 1.62 0.000

24.650 0.29 0.50 1.61 0.000

24.667 0.27 0.50 1.61 0.000

24.683 0.25 0.50 1.61 0.000

24.700 0.24 0.50 1.64 0.000

24.717 0.22 0.50 1.77 0.000

24.733 0.21 0.50 1.60 0.000

24.750 0.20 0.50 1.60 0.000

24.767 0.19 0.50 1.60 0.000

24.783 0.17 0.50 1.60 0.000

24.800 0.16 0.50 1.60 0.000

24.817 0.15 0.50 1.59 0.000

24.833 0.14 0.50 1.59 0.000

24.850 0.14 0.50 1.59 0.000

24.867 0.13 0.50 1.62 0.000

24.883 0.12 0.50 1.75 0.000

24.900 0.11 0.50 1.58 0.000

24.917 0.11 0.50 1.58 0.000

24.933 0.10 0.50 1.58 0.000

24.950 0.09 0.50 1.58 0.000

24.967 0.09 0.50 1.58 0.000

24.983 0.08 0.50 1.57 0.000

25.000 0.08 0.50 1.57 0.000
**************************************************************************** FLOW PROCESS FROM NODE 420.00 TO NODE 470.00 IS CODE = 1.2 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< ============================================================================ (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #1)
RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90
TOTAL CATCHMENT AREA(ACRES) = 12.99
SOIL-LOSS RATE, Fm,(INCH/HR) = 0.215
LOW LOSS FRACTION = 0.857
TIME OF CONCENTRATION(MIN.) = 5.00

SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED:

RETURN FREQUENCY(YEARS) = 2
5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.19
30-MINUTE POINT RAINFALL VALUE(INCHES) = 0.40
1-HOUR POINT RAINFALL VALUE(INCHES) = 0.53
3-HOUR POINT RAINFALL VALUE(INCHES) = 0.89
6-HOUR POINT RAINFALL VALUE(INCHES) = 1.22
24-HOUR POINT RAINFALL VALUE(INCHES) = 2.05
---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 0.41
TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 1.81
----------------------------------------------------------------------------

============================================================================ 2 4 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.

Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 6.0 12.1 18.1 24.1
----------------------------------------------------------------------------

0.017 0.0000 0.00 Q . . . .

0.033 0.0000 0.00 Q . . . .

0.050 0.0000 0.00 Q . . . .

0.067 0.0000 0.00 Q . . . .

0.083 0.0000 0.00 Q . . . .

0.100 0.0000 0.00 Q . . . .

0.117 0.0000 0.00 Q . . . .

0.133 0.0000 0.00 Q . . . .

0.150 0.0000 0.00 Q . . . .

0.167 0.0000 0.00 Q . . . .

0.183 0.0000 0.00 Q . . . .

0.200 0.0000 0.00 Q . . . .

0.217 0.0000 0.00 Q . . . .

0.233 0.0000 0.00 Q . . . .

0.250 0.0000 0.00 Q . . . .

0.267 0.0000 0.00 Q . . . .

0.283 0.0000 0.00 Q . . . .

0.300 0.0000 0.00 Q . . . .

0.317 0.0000 0.00 Q . . . .

0.333 0.0000 0.00 Q . . . .

0.350 0.0000 0.00 Q . . . .

0.367 0.0000 0.00 Q . . . .

0.383 0.0000 0.00 Q . . . .

0.400 0.0000 0.00 Q . . . .

0.417 0.0000 0.00 Q . . . .

0.433 0.0000 0.00 Q . . . .

0.450 0.0000 0.00 Q . . . .

0.467 0.0000 0.00 Q . . . .

0.483 0.0000 0.00 Q . . . .

0.500 0.0000 0.00 Q . . . .

0.517 0.0000 0.00 Q . . . .

0.533 0.0000 0.00 Q . . . .

0.550 0.0000 0.00 Q . . . .

0.567 0.0000 0.00 Q . . . .

0.583 0.0000 0.00 Q . . . .

0.600 0.0000 0.00 Q . . . .

0.617 0.0000 0.00 Q . . . .

0.633 0.0000 0.00 Q . . . .

0.650 0.0000 0.00 Q . . . .

0.667 0.0000 0.00 Q . . . .

0.683 0.0000 0.00 Q . . . .

0.700 0.0000 0.00 Q . . . .

0.717 0.0000 0.00 Q . . . .

0.733 0.0000 0.00 Q . . . .

0.750 0.0000 0.00 Q . . . .

0.767 0.0000 0.00 Q . . . .

0.783 0.0000 0.00 Q . . . .

0.800 0.0000 0.00 Q . . . .

0.817 0.0000 0.00 Q . . . .

0.833 0.0000 0.00 Q . . . .

0.850 0.0000 0.00 Q . . . .

0.867 0.0000 0.00 Q . . . .

0.883 0.0000 0.00 Q . . . .

0.900 0.0000 0.00 Q . . . .

0.917 0.0000 0.00 Q . . . .

0.933 0.0000 0.00 Q . . . .

0.950 0.0000 0.00 Q . . . .

0.967 0.0000 0.00 Q . . . .

0.983 0.0000 0.00 Q . . . .

1.000 0.0000 0.00 Q . . . .

1.017 0.0000 0.00 Q . . . .

1.033 0.0000 0.00 Q . . . .

1.050 0.0000 0.00 Q . . . .

1.067 0.0000 0.00 Q . . . .

1.083 0.0000 0.00 Q . . . .

1.100 0.0000 0.00 Q . . . .

1.117 0.0000 0.00 Q . . . .

1.133 0.0000 0.00 Q . . . .

1.150 0.0000 0.00 Q . . . .

1.167 0.0000 0.00 Q . . . .

1.183 0.0000 0.00 Q . . . .

1.200 0.0000 0.00 Q . . . .

1.217 0.0000 0.00 Q . . . .

1.233 0.0000 0.00 Q . . . .

1.250 0.0000 0.00 Q . . . .

1.267 0.0000 0.00 Q . . . .

1.283 0.0000 0.00 Q . . . .

1.300 0.0000 0.00 Q . . . .

1.317 0.0000 0.00 Q . . . .

1.333 0.0000 0.00 Q . . . .

1.350 0.0000 0.00 Q . . . .

1.367 0.0000 0.00 Q . . . .

1.383 0.0000 0.00 Q . . . .

1.400 0.0000 0.00 Q . . . .

1.417 0.0000 0.00 Q . . . .

1.433 0.0000 0.00 Q . . . .

1.450 0.0000 0.00 Q . . . .

1.467 0.0000 0.00 Q . . . .

1.483 0.0000 0.00 Q . . . .

1.500 0.0000 0.00 Q . . . .

1.517 0.0000 0.00 Q . . . .

1.533 0.0000 0.00 Q . . . .

1.550 0.0000 0.00 Q . . . .

1.567 0.0000 0.00 Q . . . .

1.583 0.0000 0.00 Q . . . .

1.600 0.0000 0.00 Q . . . .

1.617 0.0000 0.00 Q . . . .

1.633 0.0000 0.00 Q . . . .

1.650 0.0000 0.00 Q . . . .

1.667 0.0000 0.00 Q . . . .

1.683 0.0000 0.00 Q . . . .

1.700 0.0000 0.00 Q . . . .

1.717 0.0000 0.00 Q . . . .

1.733 0.0000 0.00 Q . . . .

1.750 0.0000 0.00 Q . . . .

1.767 0.0000 0.00 Q . . . .

1.783 0.0000 0.00 Q . . . .

1.800 0.0000 0.00 Q . . . .

1.817 0.0000 0.00 Q . . . .

1.833 0.0000 0.00 Q . . . .

1.850 0.0000 0.00 Q . . . .

1.867 0.0000 0.00 Q . . . .

1.883 0.0000 0.00 Q . . . .

1.900 0.0000 0.00 Q . . . .

1.917 0.0000 0.00 Q . . . .

1.933 0.0000 0.00 Q . . . .

1.950 0.0000 0.00 Q . . . .

1.967 0.0000 0.00 Q . . . .

1.983 0.0000 0.00 Q . . . .

2.000 0.0000 0.00 Q . . . .

2.017 0.0000 0.00 Q . . . .

2.033 0.0000 0.00 Q . . . .

2.050 0.0000 0.00 Q . . . .

2.067 0.0000 0.00 Q . . . .

2.083 0.0000 0.00 Q . . . .

2.100 0.0000 0.00 Q . . . .

2.117 0.0000 0.00 Q . . . .

2.133 0.0000 0.00 Q . . . .

2.150 0.0000 0.00 Q . . . .

2.167 0.0000 0.00 Q . . . .

2.183 0.0000 0.00 Q . . . .

2.200 0.0000 0.00 Q . . . .

2.217 0.0000 0.00 Q . . . .

2.233 0.0000 0.00 Q . . . .

2.250 0.0000 0.00 Q . . . .

2.267 0.0000 0.00 Q . . . .

2.283 0.0000 0.00 Q . . . .

2.300 0.0000 0.00 Q . . . .

2.317 0.0000 0.00 Q . . . .

2.333 0.0000 0.00 Q . . . .

2.350 0.0000 0.00 Q . . . .

2.367 0.0000 0.00 Q . . . .

2.383 0.0000 0.00 Q . . . .

2.400 0.0000 0.00 Q . . . .

2.417 0.0000 0.00 Q . . . .

2.433 0.0000 0.00 Q . . . .

2.450 0.0000 0.00 Q . . . .

2.467 0.0000 0.00 Q . . . .

2.483 0.0000 0.00 Q . . . .

2.500 0.0000 0.00 Q . . . .

2.517 0.0000 0.00 Q . . . .

2.533 0.0000 0.00 Q . . . .

2.550 0.0000 0.00 Q . . . .

2.567 0.0000 0.00 Q . . . .

2.583 0.0000 0.00 Q . . . .

2.600 0.0000 0.00 Q . . . .

2.617 0.0000 0.00 Q . . . .

2.633 0.0000 0.00 Q . . . .

2.650 0.0000 0.00 Q . . . .

2.667 0.0000 0.00 Q . . . .

2.683 0.0000 0.00 Q . . . .

2.700 0.0000 0.00 Q . . . .

2.717 0.0000 0.00 Q . . . .

2.733 0.0000 0.00 Q . . . .

2.750 0.0000 0.00 Q . . . .

2.767 0.0000 0.00 Q . . . .

2.783 0.0000 0.00 Q . . . .

2.800 0.0000 0.00 Q . . . .

2.817 0.0000 0.00 Q . . . .

2.833 0.0000 0.00 Q . . . .

2.850 0.0000 0.00 Q . . . .

2.867 0.0000 0.00 Q . . . .

2.883 0.0000 0.00 Q . . . .

2.900 0.0000 0.00 Q . . . .

2.917 0.0000 0.00 Q . . . .

2.933 0.0000 0.00 Q . . . .

2.950 0.0000 0.00 Q . . . .

2.967 0.0000 0.00 Q . . . .

2.983 0.0000 0.00 Q . . . .

3.000 0.0000 0.00 Q . . . .

3.017 0.0000 0.00 Q . . . .

3.033 0.0000 0.00 Q . . . .

3.050 0.0000 0.00 Q . . . .

3.067 0.0000 0.00 Q . . . .

3.083 0.0000 0.00 Q . . . .

3.100 0.0000 0.00 Q . . . .

3.117 0.0000 0.00 Q . . . .

3.133 0.0000 0.00 Q . . . .

3.150 0.0000 0.00 Q . . . .

3.167 0.0000 0.00 Q . . . .

3.183 0.0000 0.00 Q . . . .

3.200 0.0000 0.00 Q . . . .

3.217 0.0000 0.00 Q . . . .

3.233 0.0000 0.00 Q . . . .

3.250 0.0000 0.00 Q . . . .

3.267 0.0000 0.00 Q . . . .

3.283 0.0000 0.00 Q . . . .

3.300 0.0000 0.00 Q . . . .

3.317 0.0000 0.00 Q . . . .

3.333 0.0000 0.00 Q . . . .

3.350 0.0000 0.00 Q . . . .

3.367 0.0000 0.00 Q . . . .

3.383 0.0000 0.00 Q . . . .

3.400 0.0000 0.00 Q . . . .

3.417 0.0000 0.00 Q . . . .

3.433 0.0000 0.00 Q . . . .

3.450 0.0000 0.00 Q . . . .

3.467 0.0000 0.00 Q . . . .

3.483 0.0000 0.00 Q . . . .

3.500 0.0000 0.00 Q . . . .

3.517 0.0000 0.00 Q . . . .

3.533 0.0000 0.00 Q . . . .

3.550 0.0000 0.00 Q . . . .

3.567 0.0000 0.00 Q . . . .

3.583 0.0000 0.00 Q . . . .

3.600 0.0000 0.00 Q . . . .

3.617 0.0000 0.00 Q . . . .

3.633 0.0000 0.00 Q . . . .

3.650 0.0000 0.00 Q . . . .

3.667 0.0000 0.00 Q . . . .

3.683 0.0000 0.00 Q . . . .

3.700 0.0000 0.00 Q . . . .

3.717 0.0000 0.00 Q . . . .

3.733 0.0000 0.00 Q . . . .

3.750 0.0000 0.00 Q . . . .

3.767 0.0000 0.00 Q . . . .

3.783 0.0000 0.00 Q . . . .

3.800 0.0000 0.00 Q . . . .

3.817 0.0000 0.00 Q . . . .

3.833 0.0000 0.00 Q . . . .

3.850 0.0000 0.00 Q . . . .

3.867 0.0000 0.00 Q . . . .

3.883 0.0000 0.00 Q . . . .

3.900 0.0000 0.00 Q . . . .

3.917 0.0000 0.00 Q . . . .

3.933 0.0000 0.00 Q . . . .

3.950 0.0000 0.00 Q . . . .

3.967 0.0000 0.00 Q . . . .

3.983 0.0000 0.00 Q . . . .

4.000 0.0000 0.00 Q . . . .

4.017 0.0000 0.00 Q . . . .

4.033 0.0000 0.00 Q . . . .

4.050 0.0000 0.00 Q . . . .

4.067 0.0000 0.00 Q . . . .

4.083 0.0000 0.00 Q . . . .

4.100 0.0000 0.00 Q . . . .

4.117 0.0000 0.00 Q . . . .

4.133 0.0000 0.00 Q . . . .

4.150 0.0000 0.00 Q . . . .

4.167 0.0000 0.00 Q . . . .

4.183 0.0000 0.00 Q . . . .

4.200 0.0000 0.00 Q . . . .

4.217 0.0000 0.00 Q . . . .

4.233 0.0000 0.00 Q . . . .

4.250 0.0000 0.00 Q . . . .

4.267 0.0000 0.00 Q . . . .

4.283 0.0000 0.00 Q . . . .

4.300 0.0000 0.00 Q . . . .

4.317 0.0000 0.00 Q . . . .

4.333 0.0000 0.00 Q . . . .

4.350 0.0000 0.00 Q . . . .

4.367 0.0000 0.00 Q . . . .

4.383 0.0000 0.00 Q . . . .

4.400 0.0000 0.00 Q . . . .

4.417 0.0000 0.00 Q . . . .

4.433 0.0000 0.00 Q . . . .

4.450 0.0000 0.00 Q . . . .

4.467 0.0000 0.00 Q . . . .

4.483 0.0000 0.00 Q . . . .

4.500 0.0000 0.00 Q . . . .

4.517 0.0000 0.00 Q . . . .

4.533 0.0000 0.00 Q . . . .

4.550 0.0000 0.00 Q . . . .

4.567 0.0000 0.00 Q . . . .

4.583 0.0000 0.00 Q . . . .

4.600 0.0000 0.00 Q . . . .

4.617 0.0000 0.00 Q . . . .

4.633 0.0000 0.00 Q . . . .

4.650 0.0000 0.00 Q . . . .

4.667 0.0000 0.00 Q . . . .

4.683 0.0000 0.00 Q . . . .

4.700 0.0000 0.00 Q . . . .

4.717 0.0000 0.00 Q . . . .

4.733 0.0000 0.00 Q . . . .

4.750 0.0000 0.00 Q . . . .

4.767 0.0000 0.00 Q . . . .

4.783 0.0000 0.00 Q . . . .

4.800 0.0000 0.00 Q . . . .

4.817 0.0000 0.00 Q . . . .

4.833 0.0000 0.00 Q . . . .

4.850 0.0000 0.00 Q . . . .

4.867 0.0000 0.00 Q . . . .

4.883 0.0000 0.00 Q . . . .

4.900 0.0000 0.00 Q . . . .

4.917 0.0000 0.00 Q . . . .

4.933 0.0000 0.00 Q . . . .

4.950 0.0000 0.00 Q . . . .

4.967 0.0000 0.00 Q . . . .

4.983 0.0000 0.00 Q . . . .

5.000 0.0000 0.00 Q . . . .

5.017 0.0000 0.00 Q . . . .

5.033 0.0000 0.00 Q . . . .

5.050 0.0000 0.00 Q . . . .

5.067 0.0000 0.00 Q . . . .

5.083 0.0000 0.00 Q . . . .

5.100 0.0000 0.00 Q . . . .

5.117 0.0000 0.00 Q . . . .

5.133 0.0000 0.00 Q . . . .

5.150 0.0000 0.00 Q . . . .

5.167 0.0000 0.00 Q . . . .

5.183 0.0000 0.00 Q . . . .

5.200 0.0000 0.00 Q . . . .

5.217 0.0000 0.00 Q . . . .

5.233 0.0000 0.00 Q . . . .

5.250 0.0000 0.00 Q . . . .

5.267 0.0000 0.00 Q . . . .

5.283 0.0000 0.00 Q . . . .

5.300 0.0000 0.00 Q . . . .

5.317 0.0000 0.00 Q . . . .

5.333 0.0000 0.00 Q . . . .

5.350 0.0000 0.00 Q . . . .

5.367 0.0000 0.00 Q . . . .

5.383 0.0000 0.00 Q . . . .

5.400 0.0000 0.00 Q . . . .

5.417 0.0000 0.00 Q . . . .

5.433 0.0000 0.00 Q . . . .

5.450 0.0000 0.00 Q . . . .

5.467 0.0000 0.00 Q . . . .

5.483 0.0000 0.00 Q . . . .

5.500 0.0000 0.00 Q . . . .

5.517 0.0000 0.00 Q . . . .

5.533 0.0000 0.00 Q . . . .

5.550 0.0000 0.00 Q . . . .

5.567 0.0000 0.00 Q . . . .

5.583 0.0000 0.00 Q . . . .

5.600 0.0000 0.00 Q . . . .

5.617 0.0000 0.00 Q . . . .

5.633 0.0000 0.00 Q . . . .

5.650 0.0000 0.00 Q . . . .

5.667 0.0000 0.00 Q . . . .

5.683 0.0000 0.00 Q . . . .

5.700 0.0000 0.00 Q . . . .

5.717 0.0000 0.00 Q . . . .

5.733 0.0000 0.00 Q . . . .

5.750 0.0000 0.00 Q . . . .

5.767 0.0000 0.00 Q . . . .

5.783 0.0000 0.00 Q . . . .

5.800 0.0000 0.00 Q . . . .

5.817 0.0000 0.00 Q . . . .

5.833 0.0000 0.00 Q . . . .

5.850 0.0000 0.00 Q . . . .

5.867 0.0000 0.00 Q . . . .

5.883 0.0000 0.00 Q . . . .

5.900 0.0000 0.00 Q . . . .

5.917 0.0000 0.00 Q . . . .

5.933 0.0000 0.00 Q . . . .

5.950 0.0000 0.00 Q . . . .

5.967 0.0000 0.00 Q . . . .

5.983 0.0000 0.00 Q . . . .

6.000 0.0000 0.00 Q . . . .

6.017 0.0000 0.00 Q . . . .

6.033 0.0000 0.00 Q . . . .

6.050 0.0000 0.00 Q . . . .

6.067 0.0000 0.00 Q . . . .

6.083 0.0000 0.00 Q . . . .

6.100 0.0000 0.00 Q . . . .

6.117 0.0000 0.00 Q . . . .

6.133 0.0000 0.00 Q . . . .

6.150 0.0000 0.00 Q . . . .

6.167 0.0000 0.00 Q . . . .

6.183 0.0000 0.00 Q . . . .

6.200 0.0000 0.00 Q . . . .

6.217 0.0000 0.00 Q . . . .

6.233 0.0000 0.00 Q . . . .

6.250 0.0000 0.00 Q . . . .

6.267 0.0000 0.00 Q . . . .

6.283 0.0000 0.00 Q . . . .

6.300 0.0000 0.00 Q . . . .

6.317 0.0000 0.00 Q . . . .

6.333 0.0000 0.00 Q . . . .

6.350 0.0000 0.00 Q . . . .

6.367 0.0000 0.00 Q . . . .

6.383 0.0000 0.00 Q . . . .

6.400 0.0000 0.00 Q . . . .

6.417 0.0000 0.00 Q . . . .

6.433 0.0000 0.00 Q . . . .

6.450 0.0000 0.00 Q . . . .

6.467 0.0000 0.00 Q . . . .

6.483 0.0000 0.00 Q . . . .

6.500 0.0000 0.00 Q . . . .

6.517 0.0000 0.00 Q . . . .

6.533 0.0000 0.00 Q . . . .

6.550 0.0000 0.00 Q . . . .

6.567 0.0000 0.00 Q . . . .

6.583 0.0000 0.00 Q . . . .

6.600 0.0000 0.00 Q . . . .

6.617 0.0000 0.00 Q . . . .

6.633 0.0000 0.00 Q . . . .

6.650 0.0000 0.00 Q . . . .

6.667 0.0000 0.00 Q . . . .

6.683 0.0000 0.00 Q . . . .

6.700 0.0000 0.00 Q . . . .

6.717 0.0000 0.00 Q . . . .

6.733 0.0000 0.00 Q . . . .

6.750 0.0000 0.00 Q . . . .

6.767 0.0000 0.00 Q . . . .

6.783 0.0000 0.00 Q . . . .

6.800 0.0000 0.00 Q . . . .

6.817 0.0000 0.00 Q . . . .

6.833 0.0000 0.00 Q . . . .

6.850 0.0000 0.00 Q . . . .

6.867 0.0000 0.00 Q . . . .

6.883 0.0000 0.00 Q . . . .

6.900 0.0000 0.00 Q . . . .

6.917 0.0000 0.00 Q . . . .

6.933 0.0000 0.00 Q . . . .

6.950 0.0000 0.00 Q . . . .

6.967 0.0000 0.00 Q . . . .

6.983 0.0000 0.00 Q . . . .

7.000 0.0000 0.00 Q . . . .

7.017 0.0000 0.00 Q . . . .

7.033 0.0000 0.00 Q . . . .

7.050 0.0000 0.00 Q . . . .

7.067 0.0000 0.00 Q . . . .

7.083 0.0000 0.00 Q . . . .

7.100 0.0000 0.00 Q . . . .

7.117 0.0000 0.00 Q . . . .

7.133 0.0000 0.00 Q . . . .

7.150 0.0000 0.00 Q . . . .

7.167 0.0000 0.00 Q . . . .

7.183 0.0000 0.00 Q . . . .

7.200 0.0000 0.00 Q . . . .

7.217 0.0000 0.00 Q . . . .

7.233 0.0000 0.00 Q . . . .

7.250 0.0000 0.00 Q . . . .

7.267 0.0000 0.00 Q . . . .

7.283 0.0000 0.00 Q . . . .

7.300 0.0000 0.00 Q . . . .

7.317 0.0000 0.00 Q . . . .

7.333 0.0000 0.00 Q . . . .

7.350 0.0000 0.00 Q . . . .

7.367 0.0000 0.00 Q . . . .

7.383 0.0000 0.00 Q . . . .

7.400 0.0000 0.00 Q . . . .

7.417 0.0000 0.00 Q . . . .

7.433 0.0000 0.00 Q . . . .

7.450 0.0000 0.00 Q . . . .

7.467 0.0000 0.00 Q . . . .

7.483 0.0000 0.00 Q . . . .

7.500 0.0000 0.00 Q . . . .

7.517 0.0000 0.00 Q . . . .

7.533 0.0000 0.00 Q . . . .

7.550 0.0000 0.00 Q . . . .

7.567 0.0000 0.00 Q . . . .

7.583 0.0000 0.00 Q . . . .

7.600 0.0000 0.00 Q . . . .

7.617 0.0000 0.00 Q . . . .

7.633 0.0000 0.00 Q . . . .

7.650 0.0000 0.00 Q . . . .

7.667 0.0000 0.00 Q . . . .

7.683 0.0000 0.00 Q . . . .

7.700 0.0000 0.00 Q . . . .

7.717 0.0000 0.00 Q . . . .

7.733 0.0000 0.00 Q . . . .

7.750 0.0000 0.00 Q . . . .

7.767 0.0000 0.00 Q . . . .

7.783 0.0000 0.00 Q . . . .

7.800 0.0000 0.00 Q . . . .

7.817 0.0000 0.00 Q . . . .

7.833 0.0000 0.00 Q . . . .

7.850 0.0000 0.00 Q . . . .

7.867 0.0000 0.00 Q . . . .

7.883 0.0000 0.00 Q . . . .

7.900 0.0000 0.00 Q . . . .

7.917 0.0000 0.00 Q . . . .

7.933 0.0000 0.00 Q . . . .

7.950 0.0000 0.00 Q . . . .

7.967 0.0000 0.00 Q . . . .

7.983 0.0000 0.00 Q . . . .

8.000 0.0000 0.00 Q . . . .

8.017 0.0000 0.00 Q . . . .

8.033 0.0000 0.00 Q . . . .

8.050 0.0000 0.00 Q . . . .

8.067 0.0000 0.00 Q . . . .

8.083 0.0000 0.00 Q . . . .

8.100 0.0000 0.00 Q . . . .

8.117 0.0000 0.00 Q . . . .

8.133 0.0000 0.00 Q . . . .

8.150 0.0000 0.00 Q . . . .

8.167 0.0000 0.00 Q . . . .

8.183 0.0000 0.00 Q . . . .

8.200 0.0000 0.00 Q . . . .

8.217 0.0000 0.00 Q . . . .

8.233 0.0000 0.00 Q . . . .

8.250 0.0000 0.00 Q . . . .

8.267 0.0000 0.00 Q . . . .

8.283 0.0000 0.00 Q . . . .

8.300 0.0000 0.00 Q . . . .

8.317 0.0000 0.00 Q . . . .

8.333 0.0000 0.00 Q . . . .

8.350 0.0000 0.00 Q . . . .

8.367 0.0000 0.00 Q . . . .

8.383 0.0000 0.00 Q . . . .

8.400 0.0000 0.00 Q . . . .

8.417 0.0000 0.00 Q . . . .

8.433 0.0000 0.00 Q . . . .

8.450 0.0000 0.00 Q . . . .

8.467 0.0000 0.00 Q . . . .

8.483 0.0000 0.00 Q . . . .

8.500 0.0000 0.00 Q . . . .

8.517 0.0000 0.00 Q . . . .

8.533 0.0000 0.00 Q . . . .

8.550 0.0000 0.00 Q . . . .

8.567 0.0000 0.00 Q . . . .

8.583 0.0000 0.00 Q . . . .

8.600 0.0000 0.00 Q . . . .

8.617 0.0000 0.00 Q . . . .

8.633 0.0000 0.00 Q . . . .

8.650 0.0000 0.00 Q . . . .

8.667 0.0000 0.00 Q . . . .

8.683 0.0000 0.00 Q . . . .

8.700 0.0000 0.00 Q . . . .

8.717 0.0000 0.00 Q . . . .

8.733 0.0000 0.00 Q . . . .

8.750 0.0000 0.00 Q . . . .

8.767 0.0000 0.00 Q . . . .

8.783 0.0000 0.00 Q . . . .

8.800 0.0000 0.00 Q . . . .

8.817 0.0000 0.00 Q . . . .

8.833 0.0000 0.00 Q . . . .

8.850 0.0000 0.00 Q . . . .

8.867 0.0000 0.00 Q . . . .

8.883 0.0000 0.00 Q . . . .

8.900 0.0000 0.00 Q . . . .

8.917 0.0000 0.00 Q . . . .

8.933 0.0000 0.00 Q . . . .

8.950 0.0000 0.00 Q . . . .

8.967 0.0000 0.00 Q . . . .

8.983 0.0000 0.00 Q . . . .

9.000 0.0000 0.00 Q . . . .

9.017 0.0000 0.00 Q . . . .

9.033 0.0000 0.00 Q . . . .

9.050 0.0000 0.00 Q . . . .

9.067 0.0000 0.00 Q . . . .

9.083 0.0000 0.00 Q . . . .

9.100 0.0000 0.00 Q . . . .

9.117 0.0000 0.00 Q . . . .

9.133 0.0000 0.00 Q . . . .

9.150 0.0000 0.00 Q . . . .

9.167 0.0000 0.00 Q . . . .

9.183 0.0000 0.00 Q . . . .

9.200 0.0000 0.00 Q . . . .

9.217 0.0000 0.00 Q . . . .

9.233 0.0000 0.00 Q . . . .

9.250 0.0000 0.00 Q . . . .

9.267 0.0000 0.00 Q . . . .

9.283 0.0000 0.00 Q . . . .

9.300 0.0000 0.00 Q . . . .

9.317 0.0000 0.00 Q . . . .

9.333 0.0000 0.00 Q . . . .

9.350 0.0000 0.00 Q . . . .

9.367 0.0000 0.00 Q . . . .

9.383 0.0000 0.00 Q . . . .

9.400 0.0000 0.00 Q . . . .

9.417 0.0000 0.00 Q . . . .

9.433 0.0000 0.00 Q . . . .

9.450 0.0000 0.00 Q . . . .

9.467 0.0000 0.00 Q . . . .

9.483 0.0000 0.00 Q . . . .

9.500 0.0000 0.00 Q . . . .

9.517 0.0000 0.00 Q . . . .

9.533 0.0000 0.00 Q . . . .

9.550 0.0000 0.00 Q . . . .

9.567 0.0000 0.00 Q . . . .

9.583 0.0000 0.00 Q . . . .

9.600 0.0000 0.00 Q . . . .

9.617 0.0000 0.00 Q . . . .

9.633 0.0000 0.00 Q . . . .

9.650 0.0000 0.00 Q . . . .

9.667 0.0000 0.00 Q . . . .

9.683 0.0000 0.00 Q . . . .

9.700 0.0000 0.00 Q . . . .

9.717 0.0000 0.00 Q . . . .

9.733 0.0000 0.00 Q . . . .

9.750 0.0000 0.00 Q . . . .

9.767 0.0000 0.00 Q . . . .

9.783 0.0000 0.00 Q . . . .

9.800 0.0000 0.00 Q . . . .

9.817 0.0000 0.00 Q . . . .

9.833 0.0000 0.00 Q . . . .

9.850 0.0000 0.00 Q . . . .

9.867 0.0000 0.00 Q . . . .

9.883 0.0000 0.00 Q . . . .

9.900 0.0000 0.00 Q . . . .

9.917 0.0000 0.00 Q . . . .

9.933 0.0000 0.00 Q . . . .

9.950 0.0000 0.00 Q . . . .

9.967 0.0000 0.00 Q . . . .

9.983 0.0000 0.00 Q . . . .

10.000 0.0000 0.00 Q . . . .

10.017 0.0000 0.00 Q . . . .

10.033 0.0000 0.00 Q . . . .

10.050 0.0000 0.00 Q . . . .

10.067 0.0000 0.00 Q . . . .

10.083 0.0000 0.00 Q . . . .

10.100 0.0000 0.00 Q . . . .

10.117 0.0000 0.00 Q . . . .

10.133 0.0000 0.00 Q . . . .

10.150 0.0000 0.00 Q . . . .

10.167 0.0000 0.00 Q . . . .

10.183 0.0000 0.00 Q . . . .

10.200 0.0000 0.00 Q . . . .

10.217 0.0000 0.00 Q . . . .

10.233 0.0000 0.00 Q . . . .

10.250 0.0000 0.00 Q . . . .

10.267 0.0000 0.00 Q . . . .

10.283 0.0000 0.00 Q . . . .

10.300 0.0000 0.00 Q . . . .

10.317 0.0000 0.00 Q . . . .

10.333 0.0000 0.00 Q . . . .

10.350 0.0000 0.00 Q . . . .

10.367 0.0000 0.00 Q . . . .

10.383 0.0000 0.00 Q . . . .

10.400 0.0000 0.00 Q . . . .

10.417 0.0000 0.00 Q . . . .

10.433 0.0000 0.00 Q . . . .

10.450 0.0000 0.00 Q . . . .

10.467 0.0000 0.00 Q . . . .

10.483 0.0000 0.00 Q . . . .

10.500 0.0000 0.00 Q . . . .

10.517 0.0000 0.00 Q . . . .

10.533 0.0000 0.00 Q . . . .

10.550 0.0000 0.00 Q . . . .

10.567 0.0000 0.00 Q . . . .

10.583 0.0000 0.00 Q . . . .

10.600 0.0000 0.00 Q . . . .

10.617 0.0000 0.00 Q . . . .

10.633 0.0000 0.00 Q . . . .

10.650 0.0000 0.00 Q . . . .

10.667 0.0000 0.00 Q . . . .

10.683 0.0000 0.00 Q . . . .

10.700 0.0000 0.00 Q . . . .

10.717 0.0000 0.00 Q . . . .

10.733 0.0000 0.00 Q . . . .

10.750 0.0000 0.00 Q . . . .

10.767 0.0000 0.00 Q . . . .

10.783 0.0000 0.00 Q . . . .

10.800 0.0000 0.00 Q . . . .

10.817 0.0000 0.00 Q . . . .

10.833 0.0000 0.00 Q . . . .

10.850 0.0000 0.00 Q . . . .

10.867 0.0000 0.00 Q . . . .

10.883 0.0000 0.00 Q . . . .

10.900 0.0000 0.00 Q . . . .

10.917 0.0000 0.00 Q . . . .

10.933 0.0000 0.00 Q . . . .

10.950 0.0000 0.00 Q . . . .

10.967 0.0000 0.00 Q . . . .

10.983 0.0000 0.00 Q . . . .

11.000 0.0000 0.00 Q . . . .

11.017 0.0000 0.00 Q . . . .

11.033 0.0000 0.00 Q . . . .

11.050 0.0000 0.00 Q . . . .

11.067 0.0000 0.00 Q . . . .

11.083 0.0000 0.00 Q . . . .

11.100 0.0000 0.00 Q . . . .

11.117 0.0000 0.00 Q . . . .

11.133 0.0000 0.00 Q . . . .

11.150 0.0000 0.00 Q . . . .

11.167 0.0000 0.00 Q . . . .

11.183 0.0000 0.00 Q . . . .

11.200 0.0000 0.00 Q . . . .

11.217 0.0000 0.00 Q . . . .

11.233 0.0000 0.00 Q . . . .

11.250 0.0000 0.00 Q . . . .

11.267 0.0000 0.00 Q . . . .

11.283 0.0000 0.00 Q . . . .

11.300 0.0000 0.00 Q . . . .

11.317 0.0000 0.00 Q . . . .

11.333 0.0000 0.00 Q . . . .

11.350 0.0000 0.00 Q . . . .

11.367 0.0000 0.00 Q . . . .

11.383 0.0000 0.00 Q . . . .

11.400 0.0000 0.00 Q . . . .

11.417 0.0000 0.00 Q . . . .

11.433 0.0000 0.00 Q . . . .

11.450 0.0000 0.00 Q . . . .

11.467 0.0000 0.00 Q . . . .

11.483 0.0000 0.00 Q . . . .

11.500 0.0000 0.00 Q . . . .

11.517 0.0000 0.00 Q . . . .

11.533 0.0000 0.00 Q . . . .

11.550 0.0000 0.00 Q . . . .

11.567 0.0000 0.00 Q . . . .

11.583 0.0000 0.00 Q . . . .

11.600 0.0000 0.00 Q . . . .

11.617 0.0000 0.00 Q . . . .

11.633 0.0000 0.00 Q . . . .

11.650 0.0000 0.00 Q . . . .

11.667 0.0000 0.00 Q . . . .

11.683 0.0000 0.00 Q . . . .

11.700 0.0000 0.00 Q . . . .

11.717 0.0000 0.00 Q . . . .

11.733 0.0000 0.00 Q . . . .

11.750 0.0000 0.00 Q . . . .

11.767 0.0000 0.00 Q . . . .

11.783 0.0000 0.00 Q . . . .

11.800 0.0000 0.00 Q . . . .

11.817 0.0000 0.00 Q . . . .

11.833 0.0000 0.00 Q . . . .

11.850 0.0000 0.00 Q . . . .

11.867 0.0000 0.00 Q . . . .

11.883 0.0000 0.00 Q . . . .

11.900 0.0000 0.00 Q . . . .

11.917 0.0000 0.00 Q . . . .

11.933 0.0000 0.00 Q . . . .

11.950 0.0000 0.00 Q . . . .

11.967 0.0000 0.00 Q . . . .

11.983 0.0000 0.00 Q . . . .

12.000 0.0000 0.00 Q . . . .

12.017 0.0000 0.02 Q . . . .

12.033 0.0001 0.05 Q . . . .

12.050 0.0002 0.08 Q . . . .

12.067 0.0003 0.11 Q . . . .

12.083 0.0005 0.14 Q . . . .

12.100 0.0007 0.16 Q . . . .

12.117 0.0010 0.16 Q . . . .

12.133 0.0012 0.16 Q . . . .

12.150 0.0014 0.16 Q . . . .

12.167 0.0016 0.16 Q . . . .

12.183 0.0018 0.16 Q . . . .

12.200 0.0020 0.16 Q . . . .

12.217 0.0023 0.16 Q . . . .

12.233 0.0025 0.16 Q . . . .

12.250 0.0027 0.16 Q . . . .

12.267 0.0029 0.16 Q . . . .

12.283 0.0031 0.16 Q . . . .

12.300 0.0034 0.16 Q . . . .

12.317 0.0036 0.16 Q . . . .

12.333 0.0038 0.16 Q . . . .

12.350 0.0040 0.16 Q . . . .

12.367 0.0042 0.16 Q . . . .

12.383 0.0045 0.16 Q . . . .

12.400 0.0047 0.16 Q . . . .

12.417 0.0049 0.16 Q . . . .

12.433 0.0051 0.16 Q . . . .

12.450 0.0054 0.16 Q . . . .

12.467 0.0056 0.16 Q . . . .

12.483 0.0058 0.16 Q . . . .

12.500 0.0060 0.16 Q . . . .

12.517 0.0063 0.16 Q . . . .

12.533 0.0065 0.17 Q . . . .

12.550 0.0067 0.17 Q . . . .

12.567 0.0069 0.17 Q . . . .

12.583 0.0072 0.17 Q . . . .

12.600 0.0074 0.17 Q . . . .

12.617 0.0076 0.17 Q . . . .

12.633 0.0079 0.17 Q . . . .

12.650 0.0081 0.17 Q . . . .

12.667 0.0083 0.17 Q . . . .

12.683 0.0086 0.17 Q . . . .

12.700 0.0088 0.17 Q . . . .

12.717 0.0090 0.17 Q . . . .

12.733 0.0093 0.17 Q . . . .

12.750 0.0095 0.17 Q . . . .

12.767 0.0097 0.17 Q . . . .

12.783 0.0100 0.17 Q . . . .

12.800 0.0102 0.17 QV . . . .

12.817 0.0104 0.17 QV . . . .

12.833 0.0107 0.17 QV . . . .

12.850 0.0109 0.17 QV . . . .

12.867 0.0112 0.17 QV . . . .

12.883 0.0114 0.17 QV . . . .

12.900 0.0116 0.18 QV . . . .

12.917 0.0119 0.18 QV . . . .

12.933 0.0121 0.18 QV . . . .

12.950 0.0124 0.18 QV . . . .

12.967 0.0126 0.18 QV . . . .

12.983 0.0129 0.18 QV . . . .

13.000 0.0131 0.18 QV . . . .

13.017 0.0134 0.18 QV . . . .

13.033 0.0136 0.18 QV . . . .

13.050 0.0139 0.18 QV . . . .

13.067 0.0141 0.18 QV . . . .

13.083 0.0144 0.18 QV . . . .

13.100 0.0146 0.18 QV . . . .

13.117 0.0149 0.18 QV . . . .

13.133 0.0151 0.18 QV . . . .

13.150 0.0154 0.18 QV . . . .

13.167 0.0156 0.18 QV . . . .

13.183 0.0159 0.18 QV . . . .

13.200 0.0161 0.18 QV . . . .

13.217 0.0164 0.19 QV . . . .

13.233 0.0166 0.19 QV . . . .

13.250 0.0169 0.19 QV . . . .

13.267 0.0171 0.19 QV . . . .

13.283 0.0174 0.19 QV . . . .

13.300 0.0177 0.19 QV . . . .

13.317 0.0179 0.19 QV . . . .

13.333 0.0182 0.19 QV . . . .

13.350 0.0185 0.19 QV . . . .

13.367 0.0187 0.19 QV . . . .

13.383 0.0190 0.19 QV . . . .

13.400 0.0192 0.19 QV . . . .

13.417 0.0195 0.19 QV . . . .

13.433 0.0198 0.19 QV . . . .

13.450 0.0200 0.19 QV . . . .

13.467 0.0203 0.20 Q V . . . .

13.483 0.0206 0.20 Q V . . . .

13.500 0.0209 0.20 Q V . . . .

13.517 0.0211 0.20 Q V . . . .

13.533 0.0214 0.20 Q V . . . .

13.550 0.0217 0.20 Q V . . . .

13.567 0.0219 0.20 Q V . . . .

13.583 0.0222 0.20 Q V . . . .

13.600 0.0225 0.20 Q V . . . .

13.617 0.0228 0.20 Q V . . . .

13.633 0.0231 0.20 Q V . . . .

13.650 0.0233 0.20 Q V . . . .

13.667 0.0236 0.20 Q V . . . .

13.683 0.0239 0.20 Q V . . . .

13.700 0.0242 0.21 Q V . . . .

13.717 0.0245 0.21 Q V . . . .

13.733 0.0248 0.21 Q V . . . .

13.750 0.0250 0.21 Q V . . . .

13.767 0.0253 0.21 Q V . . . .

13.783 0.0256 0.21 Q V . . . .

13.800 0.0259 0.21 Q V . . . .

13.817 0.0262 0.21 Q V . . . .

13.833 0.0265 0.21 Q V . . . .

13.850 0.0268 0.21 Q V . . . .

13.867 0.0271 0.21 Q V . . . .

13.883 0.0274 0.21 Q V . . . .

13.900 0.0277 0.22 Q V . . . .

13.917 0.0280 0.22 Q V . . . .

13.933 0.0283 0.22 Q V . . . .

13.950 0.0286 0.22 Q V . . . .

13.967 0.0289 0.22 Q V . . . .

13.983 0.0292 0.22 Q V . . . .

14.000 0.0295 0.22 Q V . . . .

14.017 0.0298 0.22 Q V . . . .

14.033 0.0301 0.23 Q V . . . .

14.050 0.0304 0.23 Q V . . . .

14.067 0.0307 0.23 Q V . . . .

14.083 0.0310 0.23 Q V . . . .

14.100 0.0314 0.24 Q V . . . .

14.117 0.0317 0.24 Q V . . . .

14.133 0.0320 0.24 Q V . . . .

14.150 0.0324 0.24 Q V . . . .

14.167 0.0327 0.24 Q V . . . .

14.183 0.0330 0.24 Q V . . . .

14.200 0.0333 0.24 Q V . . . .

14.217 0.0337 0.24 Q V . . . .

14.233 0.0340 0.24 Q V . . . .

14.250 0.0344 0.25 Q V . . . .

14.267 0.0347 0.25 Q V . . . .

14.283 0.0350 0.25 Q V . . . .

14.300 0.0354 0.25 Q V . . . .

14.317 0.0357 0.25 Q V . . . .

14.333 0.0361 0.25 Q V . . . .

14.350 0.0364 0.25 Q V . . . .

14.367 0.0368 0.25 Q V . . . .

14.383 0.0371 0.26 Q V . . . .

14.400 0.0375 0.26 Q V . . . .

14.417 0.0378 0.26 Q V . . . .

14.433 0.0382 0.26 Q V . . . .

14.450 0.0385 0.26 Q V . . . .

14.467 0.0389 0.26 Q V . . . .

14.483 0.0393 0.26 Q V . . . .

14.500 0.0396 0.26 Q V . . . .

14.517 0.0400 0.27 Q V . . . .

14.533 0.0404 0.27 Q V . . . .

14.550 0.0407 0.27 Q V . . . .

14.567 0.0411 0.27 Q V . . . .

14.583 0.0415 0.27 Q V . . . .

14.600 0.0419 0.28 Q V . . . .

14.617 0.0423 0.28 Q V . . . .

14.633 0.0426 0.28 Q V . . . .

14.650 0.0430 0.28 Q V . . . .

14.667 0.0434 0.28 Q V . . . .

14.683 0.0438 0.28 Q V . . . .

14.700 0.0442 0.28 Q V . . . .

14.717 0.0446 0.29 Q V . . . .

14.733 0.0450 0.29 Q V . . . .

14.750 0.0454 0.29 Q V . . . .

14.767 0.0458 0.29 Q V . . . .

14.783 0.0462 0.30 Q V . . . .

14.800 0.0466 0.30 Q V . . . .

14.817 0.0470 0.30 Q V . . . .

14.833 0.0474 0.30 Q V . . . .

14.850 0.0478 0.30 Q V . . . .

14.867 0.0483 0.30 Q V . . . .

14.883 0.0487 0.31 Q V . . . .

14.900 0.0491 0.31 Q V . . . .

14.917 0.0495 0.31 Q V . . . .

14.933 0.0500 0.32 Q V . . . .

14.950 0.0504 0.32 Q V . . . .

14.967 0.0509 0.32 Q V . . . .

14.983 0.0513 0.32 Q V . . . .

15.000 0.0517 0.32 Q V . . . .

15.017 0.0522 0.33 Q V . . . .

15.033 0.0526 0.33 Q V . . . .

15.050 0.0531 0.33 Q V . . . .

15.067 0.0536 0.34 Q V . . . .

15.083 0.0540 0.34 Q V . . . .

15.100 0.0545 0.34 Q V . . . .

15.117 0.0550 0.35 Q V . . . .

15.133 0.0555 0.35 Q V . . . .

15.150 0.0560 0.35 Q V . . . .

15.167 0.0564 0.35 Q V . . . .

15.183 0.0569 0.36 Q V . . . .

15.200 0.0574 0.36 Q V . . . .

15.217 0.0579 0.37 Q V . . . .

15.233 0.0584 0.37 Q V . . . .

15.250 0.0590 0.38 Q V . . . .

15.267 0.0595 0.38 Q V . . . .

15.283 0.0600 0.38 Q V . . . .

15.300 0.0605 0.39 Q V . . . .

15.317 0.0611 0.39 Q V . . . .

15.333 0.0616 0.39 Q V . . . .

15.350 0.0622 0.39 Q V . . . .

15.367 0.0627 0.39 Q V . . . .

15.383 0.0632 0.38 Q V . . . .

15.400 0.0637 0.38 Q V . . . .

15.417 0.0642 0.37 Q V . . . .

15.433 0.0647 0.37 Q V . . . .

15.450 0.0653 0.38 Q V . . . .

15.467 0.0658 0.38 Q V . . . .

15.483 0.0663 0.38 Q V . . . .

15.500 0.0668 0.39 Q V . . . .

15.517 0.0674 0.41 Q V . . . .

15.533 0.0680 0.45 Q V . . . .

15.550 0.0687 0.48 Q V . . . .

15.567 0.0694 0.52 Q V . . . .

15.583 0.0702 0.56 Q V . . . .

15.600 0.0710 0.60 Q V . . . .

15.617 0.0719 0.65 .Q V . . . .

15.633 0.0728 0.70 .Q V . . . .

15.650 0.0739 0.74 .Q V . . . .

15.667 0.0750 0.79 .Q V . . . .

15.683 0.0762 0.89 .Q V . . . .

15.700 0.0776 1.04 .Q V . . . .

15.717 0.0793 1.20 .Q V . . . .

15.733 0.0811 1.35 . Q V . . . .

15.750 0.0832 1.50 . Q V . . . .

15.767 0.0855 1.63 . Q V . . . .

15.783 0.0878 1.73 . Q V . . . .

15.800 0.0904 1.84 . Q V . . . .

15.817 0.0930 1.94 . Q V. . . .

15.833 0.0959 2.04 . Q V. . . .

15.850 0.0990 2.28 . Q V. . . .

15.867 0.1027 2.67 . Q V . . .

15.883 0.1069 3.05 . Q V . . .

15.900 0.1116 3.43 . Q .V . . .

15.917 0.1169 3.82 . Q .V . . .

15.933 0.1227 4.25 . Q . V . . .

15.950 0.1292 4.72 . Q . V . . .

15.967 0.1364 5.20 . Q . V . . .

15.983 0.1442 5.67 . Q. V . . .

16.000 0.1527 6.15 . Q V . . .

16.017 0.1639 8.16 . . Q V . . .

16.033 0.1800 11.71 . . V Q. . .

16.050 0.2010 15.26 . . V. Q . .

16.067 0.2270 18.81 . . . V .Q .

16.083 0.2602 24.14 . . . V . Q

16.100 0.2905 22.01 . . . V . Q .

16.117 0.3150 17.75 . . . Q.V .

16.133 0.3335 13.49 . . . Q . V .

16.150 0.3463 9.22 . . Q . . V .

16.167 0.3531 4.96 . Q . . . V .

16.183 0.3567 2.66 . Q . . . V .

16.200 0.3599 2.31 . Q . . . V .

16.217 0.3626 1.97 . Q . . . V .

16.233 0.3649 1.63 . Q . . . V .

16.250 0.3666 1.28 . Q . . . V .

16.267 0.3681 1.04 .Q . . . V .

16.283 0.3693 0.90 .Q . . . V .

16.300 0.3704 0.76 .Q . . . V .

16.317 0.3712 0.62 .Q . . . V .

16.333 0.3719 0.48 Q . . . V .

16.350 0.3725 0.41 Q . . . V .

16.367 0.3730 0.41 Q . . . V .

16.383 0.3736 0.41 Q . . . V .

16.400 0.3742 0.41 Q . . . V .

16.417 0.3747 0.41 Q . . . V .

16.433 0.3753 0.40 Q . . . V .

16.450 0.3758 0.40 Q . . . V .

16.467 0.3764 0.39 Q . . . V .

16.483 0.3769 0.38 Q . . . V .

16.500 0.3774 0.37 Q . . . V .

16.517 0.3779 0.36 Q . . . V .

16.533 0.3784 0.36 Q . . . V .

16.550 0.3789 0.35 Q . . . V .

16.567 0.3793 0.34 Q . . . V .

16.583 0.3798 0.34 Q . . . V .

16.600 0.3803 0.33 Q . . . V .

16.617 0.3807 0.33 Q . . . V .

16.633 0.3811 0.32 Q . . . V .

16.650 0.3816 0.31 Q . . . V .

16.667 0.3820 0.31 Q . . . V .

16.683 0.3824 0.31 Q . . . V .

16.700 0.3828 0.30 Q . . . V .

16.717 0.3832 0.30 Q . . . V .

16.733 0.3837 0.29 Q . . . V .

16.750 0.3840 0.29 Q . . . V .

16.767 0.3844 0.29 Q . . . V .

16.783 0.3848 0.28 Q . . . V .

16.800 0.3852 0.28 Q . . . V .

16.817 0.3856 0.27 Q . . . V .

16.833 0.3860 0.27 Q . . . V .

16.850 0.3863 0.27 Q . . . V .

16.867 0.3867 0.27 Q . . . V .

16.883 0.3871 0.26 Q . . . V .

16.900 0.3874 0.26 Q . . . V .

16.917 0.3878 0.26 Q . . . V .

16.933 0.3881 0.25 Q . . . V .

16.950 0.3885 0.25 Q . . . V .

16.967 0.3888 0.25 Q . . . V .

16.983 0.3892 0.25 Q . . . V .

17.000 0.3895 0.24 Q . . . V .

17.017 0.3898 0.24 Q . . . V .

17.033 0.3901 0.24 Q . . . V .

17.050 0.3905 0.23 Q . . . V .

17.067 0.3908 0.23 Q . . . V .

17.083 0.3911 0.23 Q . . . V .

17.100 0.3914 0.22 Q . . . V .

17.117 0.3917 0.22 Q . . . V .

17.133 0.3920 0.22 Q . . . V .

17.150 0.3923 0.22 Q . . . V .

17.167 0.3926 0.22 Q . . . V .

17.183 0.3929 0.21 Q . . . V .

17.200 0.3932 0.21 Q . . . V .

17.217 0.3935 0.21 Q . . . V .

17.233 0.3938 0.21 Q . . . V .

17.250 0.3941 0.21 Q . . . V .

17.267 0.3943 0.21 Q . . . V .

17.283 0.3946 0.20 Q . . . V .

17.300 0.3949 0.20 Q . . . V .

17.317 0.3952 0.20 Q . . . V .

17.333 0.3955 0.20 Q . . . V .

17.350 0.3957 0.20 Q . . . V.

17.367 0.3960 0.20 Q . . . V.

17.383 0.3963 0.20 Q . . . V.

17.400 0.3965 0.19 Q . . . V.

17.417 0.3968 0.19 Q . . . V.

17.433 0.3971 0.19 Q . . . V.

17.450 0.3973 0.19 Q . . . V.

17.467 0.3976 0.19 Q . . . V.

17.483 0.3978 0.19 Q . . . V.

17.500 0.3981 0.19 Q . . . V.

17.517 0.3984 0.19 Q . . . V.

17.533 0.3986 0.18 Q . . . V.

17.550 0.3989 0.18 Q . . . V.

17.567 0.3991 0.18 Q . . . V.

17.583 0.3994 0.18 Q . . . V.

17.600 0.3996 0.18 Q . . . V.

17.617 0.3998 0.18 Q . . . V.

17.633 0.4001 0.18 Q . . . V.

17.650 0.4003 0.18 Q . . . V.

17.667 0.4006 0.18 Q . . . V.

17.683 0.4008 0.17 Q . . . V.

17.700 0.4011 0.17 Q . . . V.

17.717 0.4013 0.17 Q . . . V.

17.733 0.4015 0.17 Q . . . V.

17.750 0.4018 0.17 Q . . . V.

17.767 0.4020 0.17 Q . . . V.

17.783 0.4022 0.17 Q . . . V.

17.800 0.4025 0.17 Q . . . V.

17.817 0.4027 0.17 Q . . . V.

17.833 0.4029 0.17 Q . . . V.

17.850 0.4031 0.17 Q . . . V.

17.867 0.4034 0.16 Q . . . V.

17.883 0.4036 0.16 Q . . . V.

17.900 0.4038 0.16 Q . . . V.

17.917 0.4040 0.16 Q . . . V.

17.933 0.4043 0.16 Q . . . V.

17.950 0.4045 0.16 Q . . . V.

17.967 0.4047 0.16 Q . . . V.

17.983 0.4049 0.16 Q . . . V.

18.000 0.4051 0.16 Q . . . V.

18.017 0.4053 0.14 Q . . . V.

18.033 0.4055 0.11 Q . . . V.

18.050 0.4056 0.08 Q . . . V.

18.067 0.4057 0.05 Q . . . V.

18.083 0.4057 0.02 Q . . . V

18.100 0.4057 0.00 Q . . . V
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1086.0
10% 100.0
20% 65.0
30% 45.0
40% 35.0
50% 30.0
60% 25.0
70% 20.0
80% 10.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 335.00 IS CODE = 1.2 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< ============================================================================ (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #2)
RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90
TOTAL CATCHMENT AREA(ACRES) = 113.20
SOIL-LOSS RATE, Fm,(INCH/HR) = 0.215
LOW LOSS FRACTION = 0.857
TIME OF CONCENTRATION(MIN.) = 15.95

SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED:

RETURN FREQUENCY(YEARS) = 2
5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.19
30-MINUTE POINT RAINFALL VALUE(INCHES) = 0.40
1-HOUR POINT RAINFALL VALUE(INCHES) = 0.53
3-HOUR POINT RAINFALL VALUE(INCHES) = 0.89
6-HOUR POINT RAINFALL VALUE(INCHES) = 1.22
24-HOUR POINT RAINFALL VALUE(INCHES) = 2.05
---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 4.51
TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 14.82
----------------------------------------------------------------------------

============================================================================ 2 4 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.

Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 24.0 48.0 72.0 96.0
----------------------------------------------------------------------------

0.017 0.0000 0.00 Q . . . .

0.033 0.0000 0.00 Q . . . .

0.050 0.0000 0.00 Q . . . .

0.067 0.0000 0.01 Q . . . .

0.083 0.0001 0.04 Q . . . .

0.100 0.0002 0.07 Q . . . .

0.117 0.0003 0.10 Q . . . .

0.133 0.0005 0.13 Q . . . .

0.150 0.0007 0.16 Q . . . .

0.167 0.0010 0.19 Q . . . .

0.183 0.0013 0.22 Q . . . .

0.200 0.0016 0.25 Q . . . .

0.217 0.0020 0.28 Q . . . .

0.233 0.0024 0.31 Q . . . .

0.250 0.0029 0.34 Q . . . .

0.267 0.0034 0.37 Q . . . .

0.283 0.0040 0.40 Q . . . .

0.300 0.0046 0.43 Q . . . .

0.317 0.0052 0.46 Q . . . .

0.333 0.0058 0.47 Q . . . .

0.350 0.0065 0.47 Q . . . .

0.367 0.0071 0.47 Q . . . .

0.383 0.0078 0.47 Q . . . .

0.400 0.0084 0.47 Q . . . .

0.417 0.0091 0.47 Q . . . .

0.433 0.0097 0.47 Q . . . .

0.450 0.0103 0.47 Q . . . .

0.467 0.0110 0.47 Q . . . .

0.483 0.0116 0.47 Q . . . .

0.500 0.0123 0.47 Q . . . .

0.517 0.0129 0.47 Q . . . .

0.533 0.0136 0.47 Q . . . .

0.550 0.0142 0.47 Q . . . .

0.567 0.0149 0.47 Q . . . .

0.583 0.0155 0.47 Q . . . .

0.600 0.0162 0.47 Q . . . .

0.617 0.0168 0.47 Q . . . .

0.633 0.0175 0.47 Q . . . .

0.650 0.0181 0.47 Q . . . .

0.667 0.0188 0.47 Q . . . .

0.683 0.0194 0.47 Q . . . .

0.700 0.0201 0.47 Q . . . .

0.717 0.0208 0.47 Q . . . .

0.733 0.0214 0.48 Q . . . .

0.750 0.0221 0.48 Q . . . .

0.767 0.0227 0.48 Q . . . .

0.783 0.0234 0.48 Q . . . .

0.800 0.0240 0.48 Q . . . .

0.817 0.0247 0.48 Q . . . .

0.833 0.0254 0.48 Q . . . .

0.850 0.0260 0.48 Q . . . .

0.867 0.0267 0.48 Q . . . .

0.883 0.0273 0.48 Q . . . .

0.900 0.0280 0.48 Q . . . .

0.917 0.0286 0.48 Q . . . .

0.933 0.0293 0.48 Q . . . .

0.950 0.0300 0.48 Q . . . .

0.967 0.0306 0.48 Q . . . .

0.983 0.0313 0.48 Q . . . .

1.000 0.0320 0.48 Q . . . .

1.017 0.0326 0.48 Q . . . .

1.033 0.0333 0.48 Q . . . .

1.050 0.0339 0.48 Q . . . .

1.067 0.0346 0.48 Q . . . .

1.083 0.0353 0.48 Q . . . .

1.100 0.0359 0.48 Q . . . .

1.117 0.0366 0.48 Q . . . .

1.133 0.0373 0.48 Q . . . .

1.150 0.0379 0.48 Q . . . .

1.167 0.0386 0.48 Q . . . .

1.183 0.0393 0.48 Q . . . .

1.200 0.0399 0.48 Q . . . .

1.217 0.0406 0.48 Q . . . .

1.233 0.0413 0.49 Q . . . .

1.250 0.0419 0.49 Q . . . .

1.267 0.0426 0.49 Q . . . .

1.283 0.0433 0.49 Q . . . .

1.300 0.0439 0.49 Q . . . .

1.317 0.0446 0.49 Q . . . .

1.333 0.0453 0.49 Q . . . .

1.350 0.0460 0.49 Q . . . .

1.367 0.0466 0.49 Q . . . .

1.383 0.0473 0.49 Q . . . .

1.400 0.0480 0.49 Q . . . .

1.417 0.0486 0.49 Q . . . .

1.433 0.0493 0.49 Q . . . .

1.450 0.0500 0.49 Q . . . .

1.467 0.0507 0.49 Q . . . .

1.483 0.0513 0.49 Q . . . .

1.500 0.0520 0.49 Q . . . .

1.517 0.0527 0.49 Q . . . .

1.533 0.0534 0.49 Q . . . .

1.550 0.0541 0.49 Q . . . .

1.567 0.0547 0.49 Q . . . .

1.583 0.0554 0.49 Q . . . .

1.600 0.0561 0.49 Q . . . .

1.617 0.0568 0.49 Q . . . .

1.633 0.0574 0.49 Q . . . .

1.650 0.0581 0.49 Q . . . .

1.667 0.0588 0.49 Q . . . .

1.683 0.0595 0.49 Q . . . .

1.700 0.0602 0.49 Q . . . .

1.717 0.0608 0.49 Q . . . .

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