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SEDCAD 4.0 <br />Copyrigh11998 Pamela J. Schwab <br />Civil Software Design <br />~~ <br />Pond 003 <br />Material: Riprao <br />Trapezoidal Channel <br />Lek <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (ft) Sideslope Slope (%) <br />Depth (k) % of Depth Mult. x <br />Ratio Ratio (yxD) <br />14.00 3.0:1 3.0:1 20.0 0.30 <br />Simons/OSM Method -Steep Slope Design <br />r <br />I• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 124.79 cfis <br />Depth: 0.51 k 0.81 k <br />Top Width: 17.05 ft 18.85 ft <br />Velocity': <br />X-Section Area: 7.90 sq ft <br />Hydraulic Radius: 0.459 <br />Froude Numbers: <br />Manning's n•: <br />Dmin: 5.00 in <br />i D50: ~.00 m <br />Dmax: 16.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />SEDCAD Utility Run <br />Printed 07-30-2001 <br />