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• <br />SEDCAD 4 for Windows <br />Structure Detail; <br />Structure #16 (Riprap Channel) <br />DITCH 5 <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Left Right. <br />FreeboardFreeboard Freeboard <br />Sideslope Sid lope, Slope (%) <br />M' it. x <br />Ratio:: Redo <br />Depth (ft) %. of, Depth <br />(VxD) <br />1.5:1 1.5:1 77.0 <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 31 05/08 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.47 cfs <br />Depth: <br />0.05 ft 1.05 ft <br />Top Width: <br />0.15 ft 3.15 ft <br />Velocity*: <br />X -Section Area: <br />0.00 sq ft <br />Hydraulic Radius: <br />0.021 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 31 05/08 <br />