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SEDCAD 4.0 <br />MM.rinM ~OPP Pamnla J CrM1waF <br /> <br />Stock Pond 28 <br />Material: Riprap <br />Trapezoids/Channel <br />Left <br />Bottom Right Freeboard Freeboard Freeboard <br />sideslope <br />Width (ft) Sideslope Slope (%) <br />° Mult. x <br />Ratio Ratio Depth (ft) <br />h of Depth (V~) <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/ Freetx~ard <br />Design Discharge: 24.40 cfs <br />Depth: 0.15 ft <br />Top Width: 10.69 ft <br />Velocity*: <br />X-Section Area: 1.55 sq ft <br />Hydraulic Radius: 0.142 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 07-11-2002 <br />