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PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) <br />GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 <br />PIPE-FLOW(CFS) - 58.56 <br />PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 6.70 <br />LONGEST FLOWPATH FROM NODE 300.00 TO NODE 351.00 = 1004.00 FEET. <br />END OF STUDY SUMMARY: <br />TOTAL AREA(ACRES) - <br />12.5 <br />TC(MIN.) - <br />6.70 <br />EFFECTIVE AREA(ACRES) = <br />12.29 <br />AREA -AVERAGED <br />Fm(INCH/HR)= 0.03 <br />AREA -AVERAGED Fp(INCH/HR) <br />= 0.30 <br />AREA -AVERAGED <br />Ap = 0.100 <br />PEAK FLOW RATE(CFS) - <br />58.56 <br />" PEAK <br />FLOW RATE <br />TABLE " <br />STREAM <br />Q <br />Tc <br />Intensity <br />NUMBER <br />(CIS) <br />(MIN.) <br />(INCH/HR) <br />1 <br />58.56 <br />6.70 <br />5.230 <br />2 <br />56.85 <br />7.24 <br />5.004 <br />END OF RATIONAL METHOD ANALYSIS <br />Fp (IN) <br />(INCH/HR) <br />0.30( 0.03) <br />0.30( 0.03) <br />Ap Ae HEADWATER <br />(ACRES) NODE <br />0.10 12.3 300.00 <br />0.10 12.5 330.00 <br />