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SEDCAD 4 for Windows <br />r,--inht 100A _7!11!1 P-1. 1 Crhu�nh <br />Subwatershed Hydrology Detail; <br />S#SMusk <br />SWS Area <br />Time of Conc <br />Musk K <br />Vert. Dist. <br />Curve <br />Velocity (fps) <br />Peak <br />Runoff <br />Stru # <br />S S <br />(ft) <br />X <br />UHS <br />Discharge <br />Volume <br />Sediment <br />(ac) <br />(hrs) <br />(hrs) <br />Stru # <br />Number <br />L (ft) <br />(cfs) <br />(ac -ft) <br />#2 1 <br />13.600 <br />0.163 <br />0.000 <br />0.000 <br />86.000 <br />F <br />10.63 <br />0.927 <br />2 <br />26.200 <br />0.189 <br />0.000 <br />0.000 <br />86.000 <br />F <br />20.03 <br />1.767 <br />3 <br />38.100 <br />0.311 <br />0.000 <br />0.000 <br />86.000 <br />F <br />25.53 <br />2.547 <br />77.900 <br />0.320 <br />600.00 <br />4.17 <br />1.0000 <br />1.0000 <br />55.45 <br />5.241 <br />Subwatershed Sedimentology Detail; <br />Subwatershed Time of Concentration Details; <br />Stru # <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity (fps) <br />Time (hrs) <br />Peak <br />Peak <br />S S <br />(ft) <br />(ft) <br />#2 <br />1 <br />Sediment <br />Sediment <br />Settleable <br />24VW <br />Stru # <br />Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />Conc. <br />Conc <br />#2 <br />1 <br />Time of Concentration: <br />0.163 <br />(tons) <br />2 <br />5. Nearly bare and untilled, and alluvial <br />(ml/1) <br />50.00 <br />1,160.00 <br />2.070 <br />0.155 <br />valley fans <br />(mg/1) <br />(ml/1) <br />#2 1 <br />0.320 <br />600.00 <br />4.17 <br />1.0000 <br />1.0000 <br />1 <br />142.5 <br />199,334 <br />87.51 <br />46.75 <br />2 <br />0.320 <br />580.00 <br />4.31 <br />1.0000 <br />1.0000 <br />1 <br />297.6 <br />216,937 <br />94.31 <br />50.46 <br />3 <br />0.320 <br />535.00 <br />3.74 <br />1.0000 <br />1.0000 <br />1 <br />237.2 <br />121,790 <br />49.66 <br />26.93 <br />valley fans <br />677.3 <br />171,091 <br />72.92 <br />38.51 <br />Subwatershed Time of Concentration Details; <br />Stru # <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity (fps) <br />Time (hrs) <br /># <br />(ft) <br />(ft) <br />#2 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />4.17 <br />50.00 <br />1,200.00 <br />2.040 <br />0.163 <br />valley fans <br />#2 <br />1 <br />Time of Concentration: <br />0.163 <br />#2 <br />2 <br />5. Nearly bare and untilled, and alluvial <br />4.31 <br />50.00 <br />1,160.00 <br />2.070 <br />0.155 <br />valley fans <br />8. Large gullies, diversions, and low <br />2.54 <br />15.00 <br />590.00 <br />4.780 <br />0.034 <br />flowing streams <br />#2 <br />2 <br />Time of Concentration: <br />0.189 <br />#2 <br />3 <br />5. Nearly bare and untilled, and alluvial <br />3.74 <br />40.00 <br />1,070.00 <br />1.930 <br />0.154 <br />valley fans <br />8. Large gullies, diversions, and low <br />1.77 <br />40.00 <br />2,260.00 <br />3.990 <br />0.157 <br />flowing streams <br />#2 <br />3 <br />Time of Concentration: <br />0.311 <br />Filename: Pond NHN-003 DESIGN 10YR EVENT PRINCIPAL SPILLWAY OPEN.sc4 Printed 03-25-2016 <br />