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SEDCAD 4.0 <br />r,..,.,.~,.n~ m°a o~,.,ci~ i c~n,.,~n <br />Segment B -Check Ripraa size for 35% slope <br />Material: Riprap <br />Tiapezoida/ Channel <br />Left <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (ft) Ratio Sideslope Slope (%) <br />Ratio <br />Depth (ft) % of Depth Mult. x <br /> (VxD) <br />3.00 1.5:1 1.5:1 35.0 3.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 8.80 cfs <br />Depth: 0.10 ft 3.10 ft <br />Top Width: 3.29 ft 12.29 ft <br />Velocity*: <br />X-Section Area: 0.30 sq ft <br />Hydraulic Radius: 0.090 <br />Fraude Number*: <br />Manning's n*: <br />Dmin: 6.00 in <br />D50: 18.00 in <br />Dmax: 22.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Prin[ed 09-23-2002 <br />