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SEDCAD 4 for Windows <br />rr.....a..ti+ loos -on+n o.,..Iv i CM --k <br />15 <br />Subwatershed Hydrology Detail; <br />Filename: Toe Ditch Design 8-8-18.sc4 Printed 08-08-2018 <br />Time of <br />Peak <br />Runoff <br />Stru <br />SWS <br />SWS Area <br />Conc <br />Musk K <br />Musk X <br />Curve <br />UHS <br />Discharge <br />Volume <br /># <br /># <br />(ac) <br />(hrs) <br />(hrs) <br />Number <br />(cfs) <br />(ac -ft) <br />#21 <br />1 <br />3.500 <br />0.111 <br />0.000 <br />0.000 <br />85.000 <br />F <br />2.55 <br />0.190 <br />3.500 <br />2.55 <br />0.190 <br />#10 <br />1 <br />41.100 <br />0.145 <br />0.000 <br />0.000 <br />57.000 <br />S <br />0.04 <br />0.025 <br />41.100 <br />0.04 <br />0.025 <br />#13 <br />1 <br />48.000 <br />0.171 <br />0.000 <br />0.000 <br />57.000 <br />S <br />0.05 <br />0.029 <br />89.100 <br />0.09 <br />0.054 <br />#3 <br />1 <br />21.300 <br />0.117 <br />0.000 <br />0.000 <br />61.000 <br />M <br />0.10 <br />0.069 <br />21.300 <br />0.10 <br />0.069 <br />#9 <br />1 <br />54.500 <br />0.206 <br />0.000 <br />0.000 <br />57.000 <br />S <br />0.06 <br />0.033 <br />75.800 <br />0.12 <br />0.102 <br />#11 <br />1 <br />1.300 <br />0.037 <br />0.000 <br />0.000 <br />47.000 <br />S <br />0.00 <br />0.000 <br />2 <br />0.900 <br />0.016 <br />0.000 <br />0.000 <br />47.000 <br />S <br />0.00 <br />0.000 <br />3 <br />0.400 <br />0.002 <br />0.000 <br />0.000 <br />85.000 <br />F <br />0.29 <br />0.017 <br />4 <br />0.100 <br />0.002 <br />0.000 <br />0.000 <br />85.000 <br />F <br />0.07 <br />0.003 <br />78.500 <br />0.36 <br />0.122 <br />#14 <br />1 <br />2.000 <br />0.016 <br />0.000 <br />0.000 <br />47.000 <br />S <br />0.00 <br />0.000 <br />2 <br />0.800 <br />0.003 <br />0.000 <br />0.000 <br />85.000 <br />F <br />0.58 <br />0.043 <br />173.900 <br />3.50 <br />0.409 <br />#18 <br />1 <br />2.500 <br />0.028 <br />0.000 <br />0.000 <br />47.000 <br />S <br />0.00 <br />0.000 <br />2 <br />0.600 <br />0.007 <br />0.000 <br />0.000 <br />47.000 <br />S <br />0.00 <br />0.000 <br />3 <br />0.300 <br />0.003 <br />0.000 <br />0.000 <br />85.000 <br />F <br />0.22 <br />0.012 <br />177.300 <br />3.72 <br />0.421 <br />#2 <br />1 <br />7.600 <br />0.027 <br />0.000 <br />0.000 <br />61.000 <br />M <br />0.04 <br />0.025 <br />7.600 <br />0.04 <br />0.025 <br />#6 <br />1 <br />13.100 <br />0.063 <br />0.000 <br />0.000 <br />57.000 <br />S <br />0.02 <br />0.011 <br />2 <br />6.100 <br />0.073 <br />0.000 <br />0.000 <br />57.000 <br />S <br />0.00 <br />0.000 <br />3 <br />0.200 <br />0.002 <br />0.000 <br />0.000 <br />85.000 <br />F <br />0.15 <br />0.007 <br />4 <br />0.900 <br />0.002 <br />0.000 <br />0.000 <br />85.000 <br />F 1 <br />0.66 <br />0.049 <br />27.900 <br />0.80 <br />0.091 <br />#4 <br />1 <br />5.800 <br />0.110 <br />0.000 <br />0.000 <br />85.000 <br />F <br />4.23 <br />0.315 <br />5.800 <br />4.23 <br />0.315 <br />#5 <br />1 <br />1.700 <br />0.023 <br />0.000 <br />0.000 <br />63.000 <br />F <br />0.02 <br />0.003 <br />2 <br />0.400 <br />0.002 <br />0.000 <br />0.000 <br />85.000 <br />F <br />0.29 <br />0.017 <br />Filename: Toe Ditch Design 8-8-18.sc4 Printed 08-08-2018 <br />