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SEDCAD 4.0 <br />(:nrnninh1100N Pamnla ,l Cnh~uah <br /> <br />Stock Pond 30 <br />Material: Riprao <br />Trapezoids/ Channel <br />LeR Right <br />Bottom Freeboard Freeboard Freeboard <br />Sideslope Sideslope slope (%) <br />Width (ft) MOIt. x <br />Depth (R) % of Depth <br />Ratio Ra[io (VxD) <br />10.00 3.0:1 3.0:1 20.0 <br />Simons/OSM Method -Steep Slope Design <br />1 J <br /> <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 19.10 cfs <br />Depth: 0.15 R <br />Top Width: 10.90 R <br />Velocity*: <br />X-Section Area: ~ 1.56 sq R <br />Hydraulic Radius: 0.143 <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 Printed 07-11-2002 <br />