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SEDCAD 4 for Windows <br />r I. ,AM,+ 10093 _7nn7 D-1. i Cri.u,�h <br />Subwatershed Hydrology Detail; <br />r - � <br />E <br />St ru <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />Conc <br />(hrs) <br />Musk K <br />(hm) <br />Musk X <br />Curve <br />Number. <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#35 <br />1 <br />3.260 <br />0.230 <br />0.000 <br />0.000 <br />85.000 <br />M <br />2.17 <br />0.173 <br />3.260 <br />2.17 <br />0.173 <br />#34 <br />1 <br />1.090 <br />0.080 <br />0.000 <br />0.000 <br />85.000 <br />M <br />1.48 <br />0.072 <br />4.350 <br />2.63 <br />0.245 <br />#33 <br />1 <br />3.230 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />4.40 <br />0.214 <br />7.580 <br />6.56 <br />0.459 <br />#32 <br />1 <br />3.760 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />5.12 <br />0.249 <br />11.340 <br />11.68 <br />0.708 <br />#31 <br />1 <br />3.490 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />4.75 <br />0.231 <br />14.830 <br />16.43 <br />0.939 <br />#30 <br />1 <br />2.990 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />4.07 <br />0.198 <br />17.820 <br />20.50 <br />1.137 <br />#29 <br />1 <br />1.220 <br />0.080 <br />0.000 <br />0.000 <br />85.000 <br />M <br />1.66 <br />0.081 <br />19.040 <br />22.17 <br />1.217 <br />#28 <br />1 <br />2.260 <br />0.080 <br />0.000 <br />0.000 <br />85.000 <br />M <br />3.08 <br />0.149 <br />21.300 <br />25.24 <br />1.367 <br />#27 <br />1 <br />1.830 <br />0.080 <br />0.000 <br />0.000 <br />85.000 <br />M <br />2.49 <br />0.121 <br />23.130 <br />27.74 <br />1.488 <br />#26 <br />1 <br />1.440 <br />0.080 <br />0.000 <br />0.000 <br />85.000 <br />M <br />1.96 <br />0.095 <br />24.570 <br />29.70 <br />1.583 <br />#25 <br />1 <br />1.260 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />1.72 <br />0.083 <br />25.830 <br />31.41 <br />1.666 <br />#44 <br />1 <br />1.540 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />2.10 <br />0.102 <br />27.370 <br />33.51 <br />1.767 <br />#24 <br />1 <br />2.700 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />3.68 <br />0.179 <br />2.700 <br />3.68 <br />0.179 <br />#23 <br />1 <br />3.300 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />4.49 <br />0.218 <br />6.000 <br />8.17 <br />0.397 <br />#43 <br />6.000 <br />8.17 <br />0.397 <br />#22 <br />1 <br />3.590 <br />0.120 <br />0.000 <br />0.000 <br />85.000 <br />M <br />4.89 <br />0.238 <br />9.590 <br />12.93 <br />0.635 <br />51 <br />Filename: Old RPE and New RPE Pile.sa4 Printed 04 -15 -2010 <br />