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AREA -AVERAGED Fp(INCH/HR) = 0.30 <br />TOTAL AREA(ACRES) = 11.2 <br />LONGEST FLOWPATH FROM NODE 230 <br />MEB2.OUT <br />AREA -AVERAGED Ap = 0.10 <br />00 TO NODE 260.00 = 1293.00 FEET. <br />---------------------------------------------------------------------------- <br />END OF STUDY SUMMARY: <br />TOTAL AREA(ACRES) = <br />11.2 <br />TC(MIN.) = <br />10.64 <br />EFFECTIVE AREA(ACRES) = <br />10.05 <br />AREA -AVERAGED <br />Fm(INCH/HR)= <br />0.03 <br />AREA -AVERAGED Fp(INCH/HR) <br />= 0.30 <br />AREA -AVERAGED <br />Ap = 0.100 <br />PEAK FLOW RATE(CFS) = <br />14.31 <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 14.28 9.32 <br />1.583 <br />0.30( 0.03) <br />0.10 9.3 <br />200.00 <br />2 14.31 10.64 <br />1.468 <br />0.30( 0.03) <br />0.10 10.0 <br />250.00 <br />3 12.07 16.09 <br />1.157 <br />0.30( 0.03) <br />0.10 11.0 <br />230.00 <br />4 11.06 19.22 <br />---------------------------------------------------------------------------- <br />1.045 <br />0.30( 0.03) <br />0.10 11.2 <br />220.00 <br />---------------------------------------------------------------------------- <br />END OF RATIONAL METHOD ANALYSIS <br />n <br />Page 12 <br />