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SEDCAD 4.0 <br />nmirin6l lP°O Pampla l CrMUpF <br /> <br />Stock Pond 20 <br />Material: Riprao <br />Trapezoids/ Channel <br />Left Right <br />Bottom Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (R) Mult x <br />Depth (R) %of Depth <br />Rado Ratio (vxD) <br />10.00 3.0:1 3.0:1 25.0 <br />Simons/OSM Method -Steep Slope Design <br />u <br />~1 <br />LJ <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 6.40 ds <br />Depth: 0.04 ft <br />Top Width: 10.27 R <br />velocity*: <br />X-Section Area: 0.46 sq R <br />Hydraulic Radius: 0.044 <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 />SEDCAD Utility qun Printed 07-11-2002 <br />