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SEDCAD 4 for Windows <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 />#4 <br />1 <br />3.630 <br />0.117 <br />0.000 <br />0.000 <br />94.000 <br />M <br />7.77 <br />0.710 <br />2 <br />0.440 <br />0.024 <br />0.000 <br />0.000 <br />94.000 <br />M <br />0.94 <br />0.085 <br />10.510 <br />3 <br />0.090 <br />0.001 <br />0.000 <br />0.000 <br />94.000 <br />M <br />0.19 <br />0.012 <br />#2 <br />E <br />4.160 <br />32.00 <br />32.00 <br />100.00 <br />4.520 <br />0.006 <br />8.91 <br />0.807 <br />#5 <br />4.160 <br />0.006 <br />#2 <br />4 <br />8.91 <br />0.807 <br />#3 <br />1 <br />4.870 <br />0.050 <br />0.079 <br />0.277 <br />84.000 <br />M <br />7.79 <br />0.615 <br />2 <br />0.360 <br />0.002 <br />0.121 <br />0.258 <br />94.000 <br />M <br />0.77 <br />0.069 <br />3 <br />0.880 <br />0.018 <br />0.123 <br />0.267 <br />94.000 <br />M <br />1.88 <br />0.171 <br />4 <br />4.310 <br />0.037 <br />0.129 <br />0.271 <br />94.000 <br />M <br />9.23 <br />0.843 <br />5 <br />0.590 <br />0.023 <br />0.166 <br />0.307 <br />84.000 <br />M <br />0.94 <br />0.074 <br />6 <br />1.570 <br />0.012 <br />0.000 <br />0.000 <br />94.000 <br />M <br />3.36 <br />0.307 <br />12.580 <br />23.20 <br />2.079 <br />#2 <br />1 <br />0.770 <br />0.096 <br />0.000 <br />0.000 <br />84.000 <br />M <br />1.23 <br />0.097 <br />2 <br />0.480 <br />0.001 <br />0.096 <br />0.238 <br />94.000 <br />M <br />1.03 <br />0.093 <br />3 <br />1.660 <br />0.006 <br />0.097 <br />0.283 <br />94.000 <br />M <br />3.55 <br />0.324 <br />4 <br />1.210 <br />0.007 <br />0.000 <br />0.000 <br />94.000 <br />M <br />2.59 <br />0.236 <br />E <br />20.860 <br />40.43 <br />3.636 <br />#1 <br />20.860 <br />31.21 <br />3.636 <br />#6 <br />20.860 <br />31.21 <br />3.636 <br />Subwatershed Time of Concentration Details: <br />Stru <br /># <br />SWS <br /># <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />(ft) <br />Horiz. Dist. <br />(ft) <br />Velocity <br />(fps) <br />Time (hrs) <br />#2 <br />1 <br />3. Short grass pasture <br />3.72 <br />20.00 <br />537.01 <br />1.540 <br />0.096 <br />#2 <br />1 <br />Time of Concentration: <br />0.096 <br />#2 <br />2 <br />7. Paved area and small upland <br />gullies <br />27.27 <br />12.00 <br />44.00 <br />10.510 <br />0.001 <br />#2 <br />2 <br />Time of Concentration: <br />0.001 <br />#2 <br />3 <br />3. Short grass pasture <br />32.00 <br />32.00 <br />100.00 <br />4.520 <br />0.006 <br />#2 <br />3 <br />Time of Concentration: <br />0.006 <br />#2 <br />4 <br />8. Large gullies, diversions, and low <br />flowing streams <br />5.40 <br />10.80 <br />200.00 <br />6.970 <br />0.007 <br />#2 <br />4 <br />Time of Concentration: <br />0.007 <br />#3 <br />1 <br />3. Short grass pasture <br />5.41 <br />18.00 <br />333.00 <br />1.850 <br />0.050 <br />Filename: RevNH2 Pond 018 w Ditch 10024 120815.sc4 <br />Attachment 2.05.3(3)-28 <br />P2 of., Il <br />Printed 12-08-2015 <br />Revision Date: 12/08/2015 <br />Revicinn Nn • TR -fig <br />