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LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) <br />COMMERCIAL B 1.91 0.30 0.100 <br />SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 <br />SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 <br />SUBAREA AREA(ACRES) = 1.91 INITIAL SUBAREA RUNOFF(CFS) _ <br />** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: <br />MAINLINE Tc(MIN.) = 5.71 <br />* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.731 <br />SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 9.80 <br />EFFECTIVE AREA(ACRES) = 5.54 AREA -AVERAGED Fm(INCH/HR) _ <br />AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 <br />TOTAL AREA(ACRES) = 5.5 PEAK FLOW RATE(CFS) _ <br />CN (MIN.) <br />56 5.00 <br />10.58 <br />0.03 <br />28.43 <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE = 41 <br />---------------------------------------------------------------------------- <br />»»>COMPUTE PIPE -FLOW TRAVEL TIME THOU SUBAREA««< <br />»»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< <br />ELEVATION DATA: UPSTREAM(FEET) = 142.90 DOWNSTREAM(FEET) = 142.00 <br />FLOW LENGTH(FEET) = 306.00 MANNING'S N = 0.013 <br />ASSUME FULL -FLOWING PIPELINE <br />PIPE -FLOW VELOCITY(FEET/SEC.) = 9.05 <br />PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) <br />GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 <br />PIPE-FLOW(CFS) = 28.43 <br />PIPE TRAVEL TIME(MIN.) = 0.56 Tc(MIN.) = 6.28 <br />LONGEST FLOWPATH FROM NODE 110.00 TO NODE 113.00 = 894.00 FEET. <br />+ + <br />DA-A3 <br />+ + <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE = 82 <br />---------------------------------------------------------------------------- <br />»»>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc, ««< <br />»»>(AND COMPUTE INITIAL SUBAREA RUNOFF)««< <br />INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 <br />ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 <br />Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 <br />SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 <br />* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 <br />SUBAREA Tc AND LOSS RATE DATA(AMC II): <br />DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap <br />SCS Tc <br />LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) <br />CN (MIN.) <br />COMMERCIAL B 2.75 0.30 0.100 <br />56 5.00 <br />SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 <br />SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 <br />SUBAREA AREA(ACRES) = 2.75 INITIAL SUBAREA RUNOFF(CFS) = <br />15.24 <br />** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: <br />MAINLINE Tc(MIN.) = 6.28 <br />* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.431 <br />SUBAREA AREA(ACRES) = 2.75 SUBAREA RUNOFF(CFS) = 13.37 <br />EFFECTIVE AREA(ACRES) = 8.29 AREA -AVERAGED Fm(INCH/HR) <br />= 0.03 <br />AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 <br />TOTAL AREA(ACRES) = 8.3 PEAK FLOW RATE(CFS) = <br />40.29 <br />