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SEDCAD 4.0 <br />Copyrigh17998 Pamela J. Srliwab <br />Civil Software Design <br />• <br />DITCH D5 (Upuer) <br />Material: Riprap <br />Trapezoidal Channel <br />Bottom LeR Right ~ Freeboard Freeboard Freeboard <br />Width (ft) Sideslope $ideslope <br />R <br />o Slope (%) ~ <br />Depth (ft) %of Depth ~ Mult. x <br />Ratio ati (VxD) <br />2.00 2.0:1 2.0:1 5.0 0.30 <br />PADER Method -Steep Slope Design <br />• <br /> <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 4.30 cfis <br />Depth: 0.39 ft 0.69 ft <br />Top Width: 3.54 ft 4.74 R <br />Velocity: 4.02 fps <br />X-Section Area: 1.07 sq ft <br />Hydraulic Radius: 0.287 <br />Froude Number: 1.29 <br />Manning's n: 0.0360 <br />Dmin: 1.00 in <br />D50: 1.50 in <br />Dmax: 3.00 in <br />SEDCAD Utility Run <br />Printed 05-15-2 000 <br />