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40) <br />SEDCAD 4 for Windows <br />r mrn hf toast -,)no7 P -j. 1 Ghunh <br />Structure Detail; <br />Structure #38 (Riprap Channel <br />DITCH 10-Ia <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left . Right . <br />Freeboard Freeboard Freeboard <br />Width- R Sideslope Sideslope Slope {%) <br />�) <br />Mult x <br />Ratio Ratio <br />Depth (ft) %o: of Depth ( D) <br />3.00 1.5:1 1.5:1 8.0 <br />1.00 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: SEDIMENT POND_10.sc4 Printed 05-16-2008 <br />TR -16 35 05/08 <br />W/o Freeboard w/ FreebojhJ <br />Design Discharge: <br />7.32 cfs <br />Depth: <br />0.24 ft 1.24 ft <br />Top Width: <br />3.71 ft 6.71 ft <br />Velocity*: <br />X -Section Area: <br />0.80 sq ft <br />Hydraulic Radius: <br />0.207 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: <br />3.00 in <br />D50: <br />9.00 in <br />Dmax: <br />11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: SEDIMENT POND_10.sc4 Printed 05-16-2008 <br />TR -16 35 05/08 <br />