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SEDCAD 4.0 <br />Copynght 1998 Pamela J. Schwab <br />Civil Software Design <br /> <br />Pond 004a <br />Material: Riprao <br />Trapezoidal Channel <br /> <br />Bottom LeR Right Freeboard Freeboard Freeboard <br /> <br />Width (R) Sideslope Sideslope slope (%) Mult. x <br />° <br /> Ratio Ratio Depth (k) /o of Depth <br />(VxD) <br />14.00 3.0:1 3.0:1 10.0 0.30 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 33.63 cfs <br />Depth: 0.23 R 0.53 k <br />Tap Width: 15.36 ft 17.16 ft <br />Velocity': <br />X-Section Area: 3.32 sq k <br />Hydraulic Radius: 0.215 <br />Froude Number': <br />Manning's n*: <br />Dmin: 2.00 in <br />D60: 6.00 in <br />Dmax: 7.50 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 />