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SEDCAD 4.0 <br />l:nrnirinh} gOOA Damch I Rrh~uah <br />II-W: Channel PM-1 - 28% Slope <br />Material: Riprag <br />Trapezoidal Channel <br />Left Right Freeboard Freeboard Freeboard <br />Widtho(ft) Sideslope Sideslope Slope (%) Depth (ft) % of Depth Mult. x <br />Ratio Ratio (VxD) <br />3.00 3.0:1 3.0:1 28.0 0.30 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 7.60 cfs <br />Depth: 0.32 ft 0.62 ft <br />Top Width: 4.91 ft 6.71 ft <br />Velocity: 6.04 fps <br />X-Section Area: 1.26 sq ft <br />Hydraulic Radius: 0.251 <br />Froude Number: 2.10 <br />Manning's n: 0.0520 <br />Dmin: 2.00 in <br />D50: 3.00 in <br />Dmax: 4.50 in <br /> <br />• <br />SEDCAD Utility Run <br />Printed 08-21-2007 <br />TR-59 20-1-150A Revised 08/07 <br />