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SEDCAD 4.0 <br />P—MM,f IOGSL o --- i. i <br />Ditch 26 -Soil <br />1 <br />Material: Riprap <br />Trapezoidal Channel <br />Bottom Left Right <br />Siclbsfope Sideslope Slope (%) <br />Freeboard Freeboard <br />Width (ft) Ratio,. '.Ratio <br />�Depffi (It). O/b of Depth Mult, x:(VxD) <br />0.50 2.0:1 5.0:1 5.0 <br />1.00 <br />PADER Method - Steep Slope Design <br />-':: w/o <br />Fre .- <br />" w/ Freeboard <br />Design Discharge: <br />32.38 cfs <br />Depth: <br />1.14 ft 2.14 ft <br />Top Width: <br />8.51 ft 15.51 ft <br />Velocity: <br />6.29 fps <br />X-Section Area: <br />5.15 sq ft <br />Hydraulic Radius: <br />0.583 ft <br />Froude Number: <br />1.42 <br />Manning's n: <br />0.0370 <br />Dmin: <br />2.00 In <br />D50: <br />3.00 in <br />Dmax: <br />4.50 in <br />• <br />SEDCAD Utility Run <br />TR-55 EXH.19(16)-23 <br />