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SEDCAD 4 for Windows <br />r....,..�..ti� iooa onin oma... i c,k... . p, <br />23 <br />Subwatershed Hydrology Detail: <br />S#ru <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 />38.400 <br />0.203 <br />0.000 <br />0.000 <br />80.000 <br />M <br />11.03 <br />1.136 <br />2 <br />26.200 <br />0.307 <br />0.000 <br />0.000 <br />74.000 <br />M <br />3.14 <br />0.456 <br />3 <br />77.600 <br />0.112 <br />0.000 <br />0.000 <br />74.000 <br />M <br />23.19 <br />1.686 <br />142.200 <br />33.87 <br />3.278 <br />#16 <br />142.200 <br />33.87 <br />3.278 <br />#15 <br />1 <br />45.200 <br />0.411 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.20 <br />0.148 <br />2 <br />106.400 <br />0.134 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.53 <br />0.354 <br />293.800 <br />33.87 <br />3.780 <br />#14 <br />293.800 <br />33.87 <br />3.780 <br />#13 <br />1 <br />31.200 <br />0.436 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.14 <br />0.102 <br />2 <br />16.300 <br />0.059 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.12 <br />0.067 <br />3 <br />40.900 <br />0.072 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.31 <br />0.167 <br />382.200 <br />33.87 <br />4.116 <br />#12 <br />382.200 <br />33.87 <br />4.116 <br />#11 <br />1 <br />7.400 <br />0.038 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.06 <br />0.030 <br />2 <br />3.700 <br />0.018 <br />0.000 <br />0.000 <br />62.000 <br />0.03 <br />0.015 <br />393.300 <br />25.03 <br />4.161 <br />#10 <br />1 <br />36.300 <br />0.072 <br />0.000 <br />0.000 <br />80.000 <br />M <br />18.70 <br />1.343 <br />2 <br />30.000 <br />0.104 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.05 <br />0.027 <br />3 <br />14.000 <br />0.064 <br />0.000 <br />0.000 <br />74.000 <br />M <br />4.18 <br />0.304 <br />80.300 <br />22.89 <br />22.89 <br />1.674 <br />1.674 <br />#9 80.300 <br />#8 <br />1 <br />51.900 <br />0.098 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.08 <br />0.046 <br />2 <br />39.900 <br />0.046 <br />0.000 <br />0.000 <br />74.000 <br />M <br />11.92 <br />0.867 <br />3 <br />55.800 <br />0.197 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.27 <br />0.183 <br />227.900 <br />34.81 <br />2.771 <br />#7 <br />7. <br />227.900 <br />34.81 <br />2.771 <br />#6 <br />1 <br />63.500 <br />0.235 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.08 <br />0.046 <br />2 <br />28.600 <br />0.301 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.13 <br />0.094 <br />3 <br />30.100 <br />0.239 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.14 <br />0.099 <br />Y, <br />350.100 <br />34.81 <br />3.009 <br />#5 <br />350.100 <br />34.81 <br />3.009 <br />#4 <br />1 <br />4.100 <br />0.051 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.03 <br />0.017 <br />Filename: TR -105r WTayPond PMT 10 24.sc4 Printed 06-18-2015 <br />Exh. 7-20C-56 Revision Date: 06/18/2015 <br />Revision No.: TR -105 <br />