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SEDCAD 4.0 <br />~~ <br />Stock Pond 31 <br />Material: Riprao <br />Trapezoidal Channel <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope <br />o( <br />W <br />d[ Sideslope Slope (%) Mult. x <br />h <br />R) <br />i <br />Ratio Rato Depth (R) % of Depth <br />(VxD) <br />10.00 3.0:1 3.0:1 20.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br />CJ <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 8.90 6s <br />Depth: 0.08 R <br />Top Width: 10.49 R <br />Velocity*: <br />X-Sec[ion Area: 0.84 sq R <br />Hydraulic Radius: 0.080 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 2.00 in <br />D50: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 07-t t-2002 <br />