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SEDCAD 4.0 <br />r- -inh} iaap - , )f V1 o—in I Crh—h <br />Refuse Disposal Area - Ditch RDA -4, 5.0% Slope <br />(Design for 100 -year, 24 -hour event) <br />Material: Riprap <br />Trapezoidal Channel <br />Bottom Left Right <br />. Freeboard Freeboard Freeboard <br />o <br />Sideslope Sideslope Slope ( /o) <br />Width (ft) <br />Mult. x <br />Depth (ft) % of Depth <br />Ratio Ratio <br />(VxD) <br />5.00 3.0:1 3.0:1 5.0 <br />0.30 <br />PADER Method - Steep Slope Design <br />• <br />0 <br />SEDCAD Utility Run <br />Printed 09 -28 -2009 <br />w/o Freeboard " w/ Freeboard <br />Design Discharge: <br />83.00 cfs <br />Depth: <br />1.35 ft 1.65 ft <br />Top Width: <br />13.12 ft 14.92 ft <br />Velocity: <br />6.77 fps <br />X- Section Area: <br />12.26 sq ft <br />Hydraulic Radius: <br />0.904 ft <br />Froude Number: <br />1.23 <br />Manning's n: <br />0.0460 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />SEDCAD Utility Run <br />Printed 09 -28 -2009 <br />