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SEDCAD 4 for Windows <br />1 aaA - , )nm cam. 1. 1 <br />20 <br />Sub watershed Hydrology Detail; <br />• <br />• <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#19 <br />1 <br />14.400 <br />0.084 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.93 <br />0.131 <br />14.400 <br />0.93 <br />0.131 <br />#18 <br />1 <br />14.100 <br />0.058 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.91 <br />0.128 <br />14.100 <br />0.91 <br />0.128 <br />#20 <br />1 <br />7.600 <br />0.033 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.49 <br />0.069 <br />36.100 <br />2.32 <br />0.327 <br />#15 <br />1 <br />10.000 <br />0.081 <br />0.000 <br />0.000 <br />66.000 <br />M <br />1.84 <br />0.153 <br />10.000 <br />1.84 <br />0.153 <br />#14 <br />1 <br />294.000 <br />0.350 <br />0.100 <br />0.404 <br />62.000 <br />M <br />5.00 <br />2.139 <br />2 <br />6.800 <br />0.105 <br />0.000 <br />0.000 <br />86.000 <br />F <br />6.82 <br />0.524 <br />300.800 <br />6.83 <br />2.663 <br />#11 <br />1 <br />31.600 <br />0.145 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.64 <br />0.234 <br />31.600 <br />0.64 <br />0.234 <br />#9 <br />1 <br />70.300 <br />0.124 <br />0.000 <br />0.000 <br />62.000 <br />M <br />4.53 <br />0.638 <br />70.300 <br />4.53 <br />0.638 <br />#10 <br />1 <br />68.800 <br />0.150 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.40 <br />0.508 <br />139.100 <br />4.37 <br />1.146 <br />#12 <br />1 <br />13.800 <br />0.055 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.89 <br />0.125 <br />184.500 <br />4.78 <br />1.505 <br />#7 <br />1 <br />29.500 <br />0.098 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.90 <br />0.268 <br />29.500 <br />1.90 <br />0.268 <br />#5 <br />1 <br />22.200 <br />0.091 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.43 <br />0.201 <br />22.200 <br />1.43 <br />0.201 <br />#1 <br />1 <br />16.300 <br />0.077 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.05 <br />0.148 <br />16.300 <br />1.05 <br />0.148 <br />#3 <br />1 <br />16.600 <br />0.071 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.07 <br />0.151 <br />32.900 <br />2.12 <br />0.298 <br />#2 <br />1 <br />1.400 <br />0.050 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.09 <br />0.009 <br />1.400 <br />0.09 <br />0.009 <br />#4 <br />1 <br />72.500 <br />0.166 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.48 <br />0.536 <br />Filename: PECOCO Pond_Operational_25Yr24Hr Re- Design_1109.sc4 <br />2.05.3 -E2.D -2.20 <br />Printed 01 -08 -2010 <br />12/09 <br />