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SEDCAD 4 for Windows FULL BUILD OUT CONFIGURATION <br />r—or nhi 10GR .7(11 n P-1. 1 Crh�­K <br />1 <br />Structure Detail; <br />51ructure, x'30 Oaplon (Ionnol) <br />DITCH J9 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (%) <br />15.04 cis <br />Ratio Ratio <br />I Depth (ft) % of Depth Mult. x (VxD) <br />3.00 1.5:1 1.5:1 11.0 <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: Pond J_100Yr-Full Build Out.sc4 Printed 09-18-2015 <br />TR -105 Volume XI, App. B-52 09/15 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />15.04 cis <br />Depth: <br />0.30 ft 1.30 ft <br />Top Width: <br />3.89 ft 6.89 ft <br />Velocity*: <br />X -Section Area: <br />1.02 sq ft <br />Hydraulic Radius: <br />0.252 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: <br />5.00 in <br />D50: <br />15.00 in <br />Dmax: <br />18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Pond J_100Yr-Full Build Out.sc4 Printed 09-18-2015 <br />TR -105 Volume XI, App. B-52 09/15 <br />