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SEDCAD 4 for Windows <br />r.. ...... 1- oma 1 Q-1 .... I <br />W <br />Subwatershed Hydrology Detail: <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 />#17 <br />1 <br />2 <br />38.400 <br />26.200 <br />0.203 <br />0.307 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />80.000 <br />74.000 <br />M <br />M <br />19.38 <br />1.925 <br />7.05 <br />0.872 <br />3 <br />77.600 <br />0.112 <br />0.000 <br />0.000 <br />74.000 <br />M <br />45.09 <br />3.224 <br />#16 <br />7, <br />142.200 <br />142.200 <br />66.84 <br />6.020 <br />66.84 <br />6.020 <br />#15 <br />1 <br />45.200 <br />0.411 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.44 <br />0.482 <br />2 <br />106.400 <br />0.134 <br />0.000 <br />0.000 <br />62.000 <br />M <br />5.66 <br />1.154 <br />293.800 <br />68.05 <br />7.657 <br />#14 <br />293.800 <br />68.05 <br />7.657 <br />#13 <br />1 <br />31.200 <br />0.436 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.97 <br />0.332 <br />2 <br />16.300 <br />0.059 <br />0.000 <br />0.000 <br />62.000 <br />M <br />2.25 <br />0.217 <br />3 <br />40.900 <br />0.072 <br />0.000 <br />0.000 <br />62.000 <br />M <br />5.65 <br />0.545 <br />382.200 <br />76.02 <br />8.751 <br />#12 <br />382.200 <br />76.02 <br />8.751 <br />#11 <br />1 <br />7.400 <br />0.038 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.02 <br />0.099 <br />2 <br />3.700 <br />0.018 <br />0.000 <br />0.000 <br />62.000 <br />0.51 <br />0.049 <br />393.300 <br />63.29 <br />8.899 <br />#10 <br />1 <br />36.300 <br />0.072 <br />0.000 <br />0.000 <br />80.000 <br />M <br />30.97 <br />2.277 <br />2 <br />30.000 <br />0.104 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.45 <br />0.187 <br />3 <br />14.000 <br />0.064 <br />0.000 <br />0.000 <br />74.000 <br />M <br />8.13 <br />0.582 <br />80.300 <br />39.12 <br />3.045 <br />#9 <br />80.300 <br />39.12 <br />3.045 <br />#8 <br />1 <br />51.900 <br />0.098 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.77 <br />0.324 <br />2 <br />39.900 <br />0.046 <br />0.000 <br />0.000 <br />74.000 <br />M <br />23.18 <br />1.657 <br />3 <br />55.800 <br />0.197 <br />0.000 <br />0.000 <br />62.000 <br />M <br />2.71 <br />0.596 <br />227.900 <br />62.97 <br />5.623 <br />#7 <br />227.900 <br />62.97 <br />5.623 <br />#6 <br />1 <br />63.500 <br />0.235 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.53 <br />0.320 <br />2 <br />28.600 <br />0.301 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.09 <br />0.305 <br />3 <br />30.100 <br />0.239 <br />0.000 <br />0.000 <br />62.000 <br />M <br />1.31 <br />0.323 <br />350.100 <br />63.18 <br />6.571 <br />Filename: TR -105r WTayPond PMT 25 24NS.se4 Printed 06-18-2015 <br />Exh. 7-20C-80 Revision Date: 06/18/2015 <br />Revision No.: TR -105 <br />