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SEDCAD 4.0 <br />r,..,.~.~~m ~ooa v~..,om ~ c,.n,.~~v, <br />SEDIMENT POND F EMERGENCY SPILLWAY /SLOPE <br />38.8% <br />Material: Riprap <br />Trapezoids/ Channel <br />Left <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (ft) Sideslope Slope (%) <br />Depth (ft) Mult. x <br />% of Depth <br />Ratio Ratio (VxD) <br />4.00 3.7:1 2.9:1 38.4 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 2.11 cfs <br />Depth: 0.12 ft <br />Top Width: 4.79 R <br />Velocity: 3.99 fps <br />X-Section Area: 0.53 sq R <br />Hydraulic Radius: 0.110 <br />Froude Number: <br />Manning's n: 2.12 <br />0.0530 <br />Dmin: 1.00 in <br />D50: 1.50 in <br />Dmax: 3.00 in <br />SEDCAD Utility Run <br />Printed 06-76-2005 <br />