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0, <br />SEDCAD 4 for Windows <br />!`mm�inhf 1 °aR -9M7 P-1. 1 Q,k—h <br />Structure Detail; <br />Structure #41(Riprap Chann <br />DITCH 7-3 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom g <br />Freeboard <br />Freeboard Freeboard <br />Width (ft) Sideslope Sideslope. Slope (%) <br />3.71 cfs <br />RatioRatio <br />Depth (ft) % of Depth (yxD) . <br />3.00 1.5:1 1.5:1 10.0 <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 33 05/08 <br />w/o. Freeboard w/ Freeboard <br />Design Discharge: <br />3.71 cfs <br />Depth: <br />0.15 ft 1.15 ft <br />Top Width: <br />3.45 ft 6.45 ft <br />Velocity*: <br />X -Section Area: <br />0.49 sq ft <br />Hydraulic Radius: <br />0.138 It <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 33 05/08 <br />