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SEDCAD 4.0 <br />rn...a~n~~°°a a~moi~.i c~~,,.,~n <br /> <br />STOCK POND 8 <br />Material: R~rap <br />Trapezoidal Channel <br />Left Right <br />Bottom Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) <br />Mult. x <br />° <br />Ratio Ratio Depth (ft) <br />/a of Depth <br />(VxD) <br />10.00 3.0:1 3.0:1 15.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 13.50 cfs <br />Depth: 0.14 R <br />Top Width: 10.83 R <br />Velocity*: <br />X-Section Area: 1.44 sq R <br />Hydraulic Radius: 0.132 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 2.00 in <br />D50: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 07-16-2002 <br />