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SEDCAD 4.0 <br />r,.,..,,~,.m +aan o~mam i a~-m.nn <br /> <br />Stock Pond 26 <br />Material: Riorap <br />Trapezoidal Channel <br />Left Right <br />~ttom Freeboard freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) Mult. x <br />Depth (R) % of Depth <br />Ratio Ratio (VxD) <br />10.00 3.0;1 3.0:1 20.0 <br />Simons/OSM Method -Steep Slope Design <br /> <br />~~ <br />u <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 32.20 cfs <br />Depth: 0.23 ft <br />Top Width: 11.36 R <br />Velocity*: <br />X-Section Area: 2.43 sq R <br />Hydraulic Radius: 0.212 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.OD 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 />