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SEDCAD 4 for Windows <br />r,....,.~,.~,~ ~°°a o~...d~ i c~~,,..~n <br />Simons/OSM Method -Mild Slope Desigrr <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 22.19 cfs <br />Depth: 0.00 ft <br />Top Width: 0.00 ft <br />Velocity: 0.00 fps <br />X-Section Area: 0.00 sq ft <br />Hydraulic Radius: 0.000 <br />Froude Number: 0.00 <br />Manning's n: 0.0000 <br />Dmin: 0.00 in <br />D50: 0.00 in <br />Dmax: 0.00 in <br />Structure #3 Ri rap Channel <br />Seg 3 Section C-C <br />Trapezoidal Riprap Channel Inputs: <br />Material: RpraD <br />-~ Left .Right: <br />~ Freeboard Freeboard~~ Freeboard <br />Sideslope ,Sideslope - Slope (%) <br />W d h (ft)} <br />-R Depth (ft) % of'Depth Mult. x <br />atio ~ - <br />Ratio (VxD) <br />3.00 1.5:1 1.5:1 2.0 3.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard- w/ Freeboard <br />Design Discharge: 22.31 ds <br />Depth: 0.50 ft 3.50 ft <br />Top Width: 4.49 ft 13.49 ft <br />Velocity*: <br />X-Section Area: 1.85 sq ft <br />Hydraulic Radius: 0.388 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 4.00 in <br />DSO: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: PCC-RSRDA-UpDiversion.srA Printed 07-31-2006 <br />