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SEDCAD 4.0 <br />r mm.,~.~.°°a o~,,,a..i c~n,.,,~. <br /> <br />Stock Pond 29 <br />Material: Riprap <br />Trapezoidal Channel <br />Left Right <br />Bottom Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) Mult. x <br />Ratio Ratio Depth (R) % of Depth (VxD) <br />10.00 3.0:1 3.0:1 25.0 <br />Simons/OSM Method -Steep Slope Design <br /> <br /> <br /> w/o Freeboard w/ Freetward <br />Design Discharge: 30.90 ds <br />Depth: 0.16 R <br />Top Width: 11.08 ft <br />Velocity*: <br />X-Section Area: 1.90 sq R <br />Hydraulic Radius: 0.170 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply far this method. <br />SEDCAD Utility Hun Printed 07-11-2002 <br />