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SEDCAD 4 for Windows <br />r'--inhf loop -W)1013-1. 1 Crh.u.h <br />E <br />Subwatershed Hydrology Detail; <br />Subwatershed Sedimentology Detail; <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity (fps) <br />Peak <br />Runoff <br />SSS <br />SWS Area <br />Time of Conc <br />Musk K <br />(ft) <br />Curve <br />Discharge <br />Volume <br />Stru # <br />Sediment <br />Settleable <br />24VW <br />Musk X <br />Soil K <br />UHS <br />S (%) <br />C <br />P <br />(ac) <br />(hrs) <br />(hrs) <br />Conc <br />Number <br />(cfs) <br />(ac -ft) <br />#2 1 <br />36.600 <br />0.559 <br />0.000 <br />0.000 <br />86.000 <br />F <br />19.75 <br />2.435 <br />2 <br />14.500 <br />0.242 <br />0.000 <br />0.000 <br />86.000 <br />F <br />10.51 <br />0.976 <br />3 <br />26.800 <br />0.481 <br />0.000 <br />0.000 <br />86.000 <br />F <br />15.40 <br />1.786 <br />63,237 <br />90,627 <br />77.900 <br />12.75 <br />20.44 <br />2 0.320 600.00 2.76 1.0000 1.0000 1 <br />3 <br />0.320 <br />600.00 <br />43.60 <br />5.197 <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 />8. Large gullies, diversions, and low <br />1.74 <br />20.00 <br />1,150.02 <br />3.950 <br />0.080 <br />(tons) <br />Flowing streams <br />(ml/1) <br />#2 <br />1 <br />Time of Concentration: <br />(mg/1) <br />(ml/1) <br />#2 1 <br />0.320 <br />600.00 <br />2.04 <br />1.0000 <br />1.0000 <br />1 <br />119.8 <br />65.7 <br />63,237 <br />90,627 <br />22.70 <br />38.43 <br />12.75 <br />20.44 <br />2 0.320 600.00 2.76 1.0000 1.0000 1 <br />3 <br />0.320 <br />600.00 <br />2.64 <br />1.0000 <br />1.0000 <br />1 <br />110.2 <br />79,735 <br />29.80 <br />16.57 <br />0.242 <br />#2 <br />3 <br />5. Nearly bare and untilled, and alluvial <br />264 <br />70.00 <br />295.8 <br />73,634 <br />27.90 <br />15.52 <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 />2.04 <br />50.00 <br />2,450.00 <br />1.420 <br />0.479 <br />valley fans <br />8. Large gullies, diversions, and low <br />1.74 <br />20.00 <br />1,150.02 <br />3.950 <br />0.080 <br />Flowing streams <br />#2 <br />1 <br />Time of Concentration: <br />0.559 <br />#2 <br />2 <br />5. Nearly bare and untilled, and alluvial <br />2.76 <br />40.00 <br />1,450.00 <br />1.660 <br />0.242 <br />valley fans <br />#2 <br />2 <br />Time of Concentration: <br />0.242 <br />#2 <br />3 <br />5. Nearly bare and untilled, and alluvial <br />264 <br />70.00 <br />2,650.00 <br />1.620 <br />0.454 <br />valley fans <br />8. Large gullies, diversions, and low <br />2.22 <br />10.00 <br />450.00 <br />4.470 <br />0.027 <br />flowing streams <br />#2 <br />3 <br />Time of Concentration: <br />0.481 <br />Filename: Pond NHN-003 DESIGN 10YR EVENT 02.14.17.sc4 Printed 02-14-2017 <br />