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SEDCAD 4 for Windows <br />Cnrn.rinhT 10QA _9M 11 P�mnln I Ghu.ah <br />14 <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 />Runoff <br />Volume <br />(ac -ft) <br />#7 <br />1 <br />12.200 <br />0.217 <br />0.000 <br />0.000 <br />86.000 <br />F <br />9.04 <br />0.815 <br />47.5 <br />79,337 <br />12.200 <br />26.42 <br />9.04 <br />0.815 <br />#6 <br />1 <br />3.000 <br />0.074 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.78 <br />0.212 <br />5.00 <br />1.0000 <br />15.200 <br />1 <br />26.1 <br />164,199 <br />106.79 <br />56.18 <br />10.61 <br />1.026 <br />#5 <br />1 <br />10.000 <br />0.065 <br />0.000 <br />0.000 <br />86.000 <br />F <br />9.27 <br />0.707 <br />#5 <br />1 <br />10.000 <br />450.00 <br />5.00 <br />1.0000 <br />1.0000 <br />1 <br />9.27 <br />0.707 <br />#4 <br />1 <br />16.600 <br />0.255 <br />0.000 <br />0.000 <br />86.000 <br />F <br />11.86 <br />1.118 <br />114.2 <br />210,810 <br />26.600 <br />72.46 <br />#4 <br />1 <br />0.320 <br />600.00 <br />19.82 <br />1.824 <br />#1 <br />1 <br />2.155 <br />0.021 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.00 <br />0.152 <br />2.155 <br />246.2 <br />176,761 <br />112.83 <br />60.10 <br />2.00 <br />0.152 <br />#2 <br />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 />88.055 <br />56.91 <br />5.955 <br />#3 <br />0.00 <br />88.055 <br />1 <br />0.320 <br />700.00 <br />3.81 <br />1.0000 <br />1.27 <br />3.562 <br />Subwatershed Sedimentology Detail; <br />Stru # <br />SWS <br /># <br />Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />Sediment <br />(tons) <br />Peak <br />Sediment <br />Conc. <br />(mg/1) <br />Peak <br />Settleable <br />Conc <br />(ml/1) <br />24VW <br />(MI/1) <br />#7 <br />1 <br />0.320 <br />500.00 <br />2.50 <br />1.0000 <br />1.0000 <br />1 <br />47.5 <br />79,337 <br />50.08 <br />26.42 <br />47.5 <br />79,337 <br />50.08 <br />26.42 <br />#6 <br />1 <br />0.320 <br />350.00 <br />5.00 <br />1.0000 <br />1.0000 <br />1 <br />26.1 <br />164,199 <br />106.79 <br />56.18 <br />73.6 <br />98,310 <br />62.72 <br />32.70 <br />#5 <br />1 <br />0.320 <br />450.00 <br />5.00 <br />1.0000 <br />1.0000 <br />1 <br />114.2 <br />210,810 <br />137.10 <br />72.46 <br />114.2 <br />210,810 <br />137.10 <br />72.46 <br />#4 <br />1 <br />0.320 <br />600.00 <br />4.00 <br />1.0000 <br />1.0000 <br />1 <br />132.0 <br />154,250 <br />96.86 <br />52.08 <br />246.2 <br />176,761 <br />112.83 <br />60.10 <br />#1 <br />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 />0.0 <br />0 <br />0.00 <br />0.00 <br />#2 <br />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 />81.95 <br />44.84 <br />622.3 <br />133,446 <br />83.91 <br />46.43 <br />Filename: Pond NHN-002 DESIGN 10YR EVENT PRINCIPAL SPILLWAY OPEN.sc4 Printed 04-01-2016 <br />