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SEDCAD 4 for Windows <br />(`nnvrinh} 100A -Onln P-1. I Qrh,.,.h <br />Sub watershed Hydrology Detail; <br />IN <br />Stru 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 />#1 1 <br />1.700 <br />0.124 <br />0.000 <br />0.000 <br />91.000 <br />F <br />2.01 <br />0.164 <br />Sediment <br />1.700 <br />Settleable <br />24VW <br />19.440 <br />Soil K <br />L (ft) <br />2.01 <br />0.164 <br />#2 1 <br />35.200 <br />0.343 <br />0.000 <br />0.000 <br />91.000 <br />F <br />31.59 <br />3.229 <br />2 <br />28.830 <br />0.637 <br />0.000 <br />0.000 <br />91.000 <br />F <br />20.63 <br />2.627 <br />3 <br />23.330 <br />0.329 <br />0.000 <br />0.000 <br />91.000 <br />F <br />21.18 <br />2.142 <br />89.060 <br />0.320 <br />5.00 <br />1.00 <br />0.0500 <br />0.0001 <br />71.05 <br />8.162 <br />Sub watershed 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 <br />Time (hrs) <br />Peak <br />Peak <br />Stru SWS <br />(ft) <br />(ft) <br />(fps) <br />#1 <br />1 <br />Sediment <br />Sediment <br />Settleable <br />24VW <br />19.440 <br />Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />Conc. <br />Conc <br />#2 <br /># # <br />5. Nearly bare and untilled, and <br />3.48 <br />80.00 <br />2,300.04 <br />1.860 <br />0.343 <br />(tons) <br />alluvial valley fans <br />(MI/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 />alluvial valley fans <br />0.0 <br />0 <br />0.00 <br />0.00 <br />#2 1 <br />0.320 <br />2,100.00 <br />3.81 <br />1.0000 <br />1.0000 <br />1 <br />467.7 <br />181,978 <br />75.96 <br />42.05 <br />2 <br />0.320 <br />900.00 <br />5.56 <br />1.0000 <br />1.0000 <br />1 <br />603.5 <br />267,893 <br />98.45 <br />57.11 <br />3 <br />0.320 <br />1,260.00 <br />1.98 <br />1.0000 <br />1.0000 <br />1 <br />140.6 <br />85,980 <br />36.09 <br />19.74 <br />8. Large gullies, diversions, and low <br />2.00 <br />60.00 <br />1,211.7 <br />175,768 <br />69.04 <br />40.57 <br />Subwatershed Time of Concentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <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 />0.124 <br />#2 <br />1 <br />5. Nearly bare and untilled, and <br />3.48 <br />80.00 <br />2,300.04 <br />1.860 <br />0.343 <br />alluvial valley fans <br />#2 <br />1 <br />Time of Concentration: <br />0.343 <br />#2 <br />2 <br />5. Nearly bare and untilled, and <br />1.85 <br />50.00 <br />2,700.07 <br />1.360 <br />0.551 <br />alluvial 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 <br />2.14 <br />15.00 <br />700.00 <br />1.460 <br />0.133 <br />alluvial 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 />Filename: Pond NHN-002 10YR EVENT PRINCIPAL SPILLWAY OPEN 07-JUL-15.sc4 Printed 07-07-2015 <br />Appendix 2.05.3(4)-10 Page 14 July 2015 (TR -10) <br />