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SEDCAD 4 for Windows <br />Cnnvrinhl 900A _9ll�fl P�mclo I Crh,•.�h <br />10 <br />Subwatershed Hydrology Detail; <br />Stru # S#SMusk <br />SWS Area <br />(ac) <br />Time of Conc <br />(hrs) <br />Musk K <br />(hrs) <br />X <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#1 1 <br />2.160 <br />0.021 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.00 <br />0.152 <br />Sediment <br />2.160 <br />Settleable <br />24VW <br />Stru # <br />Soil K <br />L (ft) <br />2.00 <br />0.152 <br />#2 1 <br />44.100 <br />0.343 <br />0.000 <br />0.000 <br />86.000 <br />F <br />28.60 <br />2.952 <br />2 <br />26.600 <br />0.637 <br />0.000 <br />0.000 <br />86.000 <br />F <br />13.49 <br />1.768 <br />3 <br />15.200 <br />0.329 <br />0.000 <br />0.000 <br />86.000 <br />F <br />10.01 <br />1.018 <br />88.060 <br />0.320 <br />5.00 <br />1.00 <br />0.0500 <br />0.0001 <br />50.49 <br />5.891 <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 />#1 <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 />5. Nearly bare and untilled, and alluvial <br />3.48 <br />80.00 <br />2,300.04 <br />1.860 <br />0.343 <br />(tons) <br />valley fans <br />(ml/1) <br />#2 <br />1 <br />Time of Concentration: <br />(mg/1) <br />(ml/1) <br />#1 1 <br />0.320 <br />5.00 <br />1.00 <br />0.0500 <br />0.0001 <br />1 <br />0.0 <br />0 <br />0.00 <br />0.00 <br />E <br />0.0 <br />0 <br />0.00 <br />0.00 <br />#2 1 <br />0.320 <br />700.00 <br />3.81 <br />1.0000 <br />1.0000 <br />1 <br />302.6 <br />132,421 <br />53.07 <br />29.04 <br />2 <br />0.320 <br />450.00 <br />5.56 <br />1.0000 <br />1.0000 <br />1 <br />269.5 <br />183,852 <br />63.22 <br />36.46 <br />3 <br />0.320 <br />630.00 <br />1.98 <br />1.0000 <br />1.0000 <br />1 <br />49.5 <br />64,760 <br />26.16 <br />14.16 <br />8. Large gullies, diversions, and low <br />2,00 <br />60.00 <br />621.5 <br />128,485 <br />48.35 <br />28.07 <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 />#1 <br />1 <br />9. Small streams flowing bankfull <br />4.67 <br />70.00 <br />1,500.00 <br />19.440 <br />0.021 <br />#1 <br />1 <br />Time of Concentration: <br />0.021 <br />#2 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />3.48 <br />80.00 <br />2,300.04 <br />1.860 <br />0.343 <br />valley fans <br />#2 <br />1 <br />Time of Concentration: <br />0.343 <br />#2 <br />2 <br />5. Nearly bare and untilled, and alluvial <br />1.85 <br />50.00 <br />2,700.07 <br />1.360 <br />0.551 <br />valley fans <br />8. Large gullies, diversions, and low <br />1.67 <br />20.00 <br />1,200.04 <br />3.870 <br />0.086 <br />flowing streams <br />#2 <br />2 <br />Time of Concentration: <br />0.637 <br />#2 <br />3 <br />5. Nearly bare and untilled, and alluvial <br />2.14 <br />15.00 <br />700.00 <br />1.460 <br />0.133 <br />valley fans <br />8. Large gullies, diversions, and low <br />2,00 <br />60.00 <br />3,000.00 <br />4.240 <br />0.196 <br />flowing streams <br />#2 <br />3 <br />Time of Concentration: <br />0.329 <br />Filename: Pond NHN-002 AS -BUILT 10YR EVENT PRINCIPAL SPILLWAY OPEN.sc4 Printed 03-25-2016 <br />