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SEDCAD 4.0 <br />(:muninhf 1°OA_7M17 1 Q,h—h <br />Refuse Disposal Area - Ditch RDA-4, 2.7% Slope <br />(Design for 100 - r 24 -hr event <br />Material: Riprap <br />Trapezoidal Channel <br />Left Right <br />Freeboard Freeboard Freeboard <br />Bottom Sideslo a Sideslo a Slope ) <br />83.00 ds <br />Width (ft) Ratio Ratio { <br />Depth (ft) % of Depth Mtn) <br />5.00 3.0:1 3.0:1 2.7 <br />0.30 <br />PADER Method - Steep Slope Design <br />• <br />SEDCAD Utility Run Printed 09 -28 -2009 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />83.00 ds <br />Depth: <br />1.40 ft 1.70 ft <br />Top Width: <br />13.38 ft 15.18 ft <br />Velocity: <br />6.47 fps <br />X- Section Area: <br />12.83 sq ft <br />Hydraulic Radius: <br />0.928 ft <br />Froude Number: <br />1.16 <br />Manning's n: <br />0.0360 <br />Dmin: <br />2.00 in <br />DSO: <br />3.00 in <br />Dmax: <br />4.50 in <br />SEDCAD Utility Run Printed 09 -28 -2009 <br />