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SEDCAD 4 for Windows <br />r^nvnnhf loan _inin Oamda I Cnhwah <br />27 <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 />#20 <br />1 <br />160.000 <br />0.457 <br />0.000 <br />0.000 <br />62.000 <br />M <br />13.68 <br />3.036 <br />2 <br />21.200 <br />0.104 <br />0.000 <br />0.000 <br />62.000 <br />M <br />6.51 <br />0.504 <br />3 <br />2.500 <br />0.007 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.30 <br />0.034 <br />4 <br />10.300 <br />0.025 <br />0.000 <br />0.000 <br />57.000 <br />M <br />1.24 <br />0.139 <br />194.000 <br />15.72 <br />3.713 <br />#27 <br />1 <br />49.600 <br />0.160 <br />0.000 <br />0.000 <br />74.000 <br />M <br />25.23 <br />2.431 <br />2 <br />31.710 <br />0.028 <br />0.052 <br />0.348 <br />80.000 <br />M <br />36.25 <br />2.718 <br />3 <br />13.030 <br />0.071 <br />0.080 <br />0.364 <br />74.000 <br />M <br />10.87 <br />0.785 <br />94.340 <br />67.63 <br />5.934 <br />#26 <br />94.340 <br />67.63 <br />5.934 <br />#25 <br />1 <br />13.540 <br />0.092 <br />0.059 <br />0.371 <br />62.000 <br />M <br />4.16 <br />0.322 <br />2 <br />46.020 <br />0.059 <br />0.000 <br />0.000 <br />80.000 <br />M <br />52.62 <br />3.945 <br />3 <br />48.910 <br />0.263 <br />0.000 <br />0.000 <br />62.000 <br />M <br />5.66 <br />0.933 <br />4 <br />1.990 <br />0.033 <br />0.000 <br />0.000 <br />74.000 <br />M <br />1.66 <br />0.120 <br />204.800 <br />125.21 <br />11.254 <br />#24 <br />204.800 <br />125.21 <br />11.254 <br />#23 <br />1 <br />31.380 <br />0.151 <br />0.038 <br />0.338 <br />62.000 <br />M <br />4.43 <br />0.607 <br />2 <br />45.300 <br />0.048 <br />0.031 <br />0.327 <br />74.000 <br />M <br />37.81 <br />2.729 <br />3 <br />49.790 <br />0.018 <br />0.000 <br />0.000 <br />80.000 <br />M <br />56.93 <br />4.268 <br />4 <br />8.680 <br />0.092 <br />0.000 <br />0.000 <br />62.000 <br />M <br />2.67 <br />0.206 <br />339.950 <br />224.91 <br />19.064 <br />#22 <br />1 <br />3.350 <br />0.197 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.44 <br />0.064 <br />2 <br />25.010 <br />0.142 <br />0.000 <br />0.000 <br />80.000 <br />M <br />18.59 <br />1.744 <br />3 <br />98.820 <br />0.273 <br />0.000 <br />0.000 <br />62.000 <br />M <br />11.22 <br />1.885 <br />4 <br />4.260 <br />0.050 <br />0.000 <br />0.000 <br />80.000 <br />M <br />4.87 <br />0.365 <br />131A40 <br />29.44 <br />4.058 <br />#17 <br />471.390 <br />251.12 <br />23.122 <br />#16 <br />471.390 <br />186.24 <br />20.295 <br />#15 <br />1 <br />127.500 <br />0.990 <br />0.091 <br />0.249 <br />62.000 <br />M <br />7.11 <br />2.418 <br />2 <br />109.300 <br />0.123 <br />0.000 <br />0.000 <br />80.000 <br />M <br />124.96 <br />9.369 <br />708.190 <br />306.11 <br />32.083 <br />#28 <br />708.190 <br />226.23 <br />29.255 <br />Filename: TR105 Streeter Ditch 10024 090215 4ponds.sc4 Printed 09-02-2015 <br />Exh. 7-14E-33 Revision Date: 09/01/2015 <br />Revision No.: TR -105 <br />