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SEDCAD 4.0 <br /> <br />Stock Pond 17 <br />Material: RIDrdD <br />Trapezoidal Channel <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />d <br />ho( Mult. x <br />W <br />t <br />ft) <br />Ratio Ratio Depth (ft) M° of Depth <br />(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/ Freeboard <br />Design Discharge: 12.50 cfs <br />Depth: 0.08 ft <br />Top Width: 10.50 ft <br />velocity*: <br />X-Section Area: 0.85 sq ft <br />Hydraulic Radius: 0.081 <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 Printetl 07-11-2002 <br />