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MPB2.OUT <br />** PEAK <br />FLOW RATE <br />TABLE ** <br />STREAM <br />Q <br />Tc <br />Intensity <br />Fp(Fm) <br />Ap <br />Ae <br />HEADWATER <br />NUMBER <br />(CFS) <br />(MIN.) <br />(INCH/HR) <br />(INCH/HR) <br />(ACRES) <br />NODE <br />1 <br />14.98 <br />7.86 <br />1.747 <br />0.30( 0.03) <br />0.12 <br />8.8 <br />200.00 <br />2 <br />15.38 <br />8.65 <br />1.653 <br />0.30( 0.03) <br />0.12 <br />9.6 <br />220.00 <br />3 <br />15.38 <br />8.65 <br />1.652 <br />0.30( 0.03) <br />0.12 <br />9.6 <br />210.00 <br />4 <br />13.67 <br />13.07 <br />1.304 <br />0.30( 0.03) <br />0.11 <br />10.4 <br />230.00 <br />5 <br />10.74 <br />19.01 <br />1.052 <br />0.30( 0.03) <br />0.11 <br />10.8 <br />240.00 <br />COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: <br />PEAK FLOW RATE(CFS) = <br />15.38 <br />Tc(MIN.) = <br />8.65 <br />EFFECTIVE AREA(ACRES) = <br />9.64 <br />AREA -AVERAGED <br />Fm(INCH/HR) <br />= 0.03 <br />AREA -AVERAGED Fp(INCH/HR) <br />= 0.30 <br />AREA -AVERAGED <br />Ap = 0.12 <br />TOTAL AREA(ACRES) = <br />10.8 <br />LONGEST FLOWPATH FROM NODE <br />240.00 TO NODE <br />260.00 = 1022.00 FEET. <br />---------------------------------------------------------------------------- <br />END OF STUDY SUMMARY: <br />TOTAL AREA(ACRES) = <br />10.8 <br />TC(MIN.) = <br />8.65 <br />EFFECTIVE AREA(ACRES) = <br />9.64 <br />AREA -AVERAGED <br />Fm(INCH/HR)= <br />0.03 <br />AREA -AVERAGED Fp(INCH/HR) <br />= 0.30 <br />AREA -AVERAGED <br />Ap = 0.116 <br />PEAK FLOW RATE(CFS) = <br />15.38 <br />** PEAK FLOW RATE TABLE ** <br />STREAM Q Tc <br />Intensity <br />Fp(Fm) <br />Ap Ae <br />HEADWATER <br />NUMBER (CFS) (MIN.) <br />(INCH/HR) <br />(INCH/HR) <br />(ACRES) <br />NODE <br />1 14.98 7.86 <br />1.747 <br />0.30( 0.03) <br />0.12 8.8 <br />200.00 <br />2 15.38 8.65 <br />1.653 <br />0.30( 0.03) <br />0.12 9.6 <br />220.00 <br />3 15.38 8.65 <br />1.652 <br />0.30( 0.03) <br />0.12 9.6 <br />210.00 <br />4 13.67 13.07 <br />1.304 <br />0.30( 0.03) <br />0.11 10.4 <br />230.00 <br />5 10.74 19.01 <br />---------------------------------------------------------------------------- <br />1.052 <br />0.30( 0.03) <br />0.11 10.8 <br />240.00 <br />--------------------------------- <br />END OF RATIONAL METHOD ANALYSIS <br />Page 11 <br />