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SEDCAD 4 for Windows <br />t'-Ilinhf 1QQP -9!19!1 D-1. I Qrhumh <br />10 <br />Subwatershed Hydrology Detail; <br />Stru # <br />SSS <br />SWS Area <br />(ac) <br />Time of Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />ff <br />Runoff <br />Volume <br />(ac -ft) <br />#1 <br />1 <br />7.400 <br />0.210 <br />0.000 <br />0.000 <br />86.000 <br />F <br />5.51 <br />5.51 <br />0.492 <br />0.492 <br />7.400 <br />#2 <br />7.400 <br />#3 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />3.50 <br />19.40 <br />5.51 <br />0.492 <br />#3 <br />1 <br />1.100 <br />0.082 <br />0.000 <br />0.000 <br />86.000 <br />F <br />1.02 <br />0.077 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />8.500 <br />23.53 <br />636.11 <br />1.920 <br />0.092 <br />#4 <br />5.76 <br />0.569 <br />#4 <br />1 <br />2.200 <br />0.092 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.04 <br />0.155 <br />2,154.28 <br />1.720 <br />10.700 <br />#5 <br />1 <br />Time of Concentration: <br />7.80 <br />0.725 <br />#5 <br />1 <br />8.200 <br />0.347 <br />0.000 <br />0.000 <br />86.000 <br />F <br />5.30 <br />0.548 <br />1 <br />Time of Concentration: <br />18.900 <br />0.301 <br />12.34 <br />1.273 <br />#6 <br />1 <br />18.000 <br />0.301 <br />0.000 <br />0.000 <br />86.000 <br />F <br />12.17 <br />1.198 <br />36.900 <br />23.42 <br />2.471 <br />#7 <br />36.900 <br />23.42 <br />2.471 <br />#8 <br />1 <br />24.600 <br />0.337 <br />0.000 <br />0.000 <br />86.000 <br />F <br />16.06 <br />1.647 <br />61.500 <br />39.48 <br />4.118 <br />#9 <br />1 <br />4.600 <br />0.141 <br />0.000 <br />0.000 <br />86.000 <br />F <br />3.59 <br />0.313 <br />66.100 <br />42.88 <br />4.431 <br />Subwatershed Time of Concentration Details; <br />Stru # <br />SWS <br />Land Flow Condition <br />Slop e (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity (fps) <br />Time (hrs) <br />#1 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />2.25 <br />25.60 <br />1,137.91 <br />1.500 <br />0.210 <br />#1 <br />1 <br />Time of Concentration: <br />0.210 <br />#3 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />3.50 <br />19.40 <br />554.53 <br />1.870 <br />0.082 <br />#3 <br />1 <br />Time of Concentration: <br />0,082 <br />#4 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />3.70 <br />23.53 <br />636.11 <br />1.920 <br />0.092 <br />#4 <br />1 <br />Time of Concentration: <br />0,092 <br />#5 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />2.98 <br />64.19 <br />2,154.28 <br />1.720 <br />0.347 <br />#5 <br />1 <br />Time of Concentration: <br />0,347 <br />#6 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />3.35 <br />66.50 <br />1,985.29 <br />1.830 <br />0.301 <br />#6 <br />1 <br />Time of Concentration: <br />0.301 <br />Filename: Pond NHN-001 East Ditch Evaluation.sc4 Printed 04-01-2016 <br />