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SEDCAD 4.0 <br />rt.,..,,d,.m ~°on o~.~si~ i s.m,~~n <br />Material: Riprap <br />Triangular Channel <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mult. x <br />Ratio Ratio Depth (R) % of Depth (~D) <br />2.0:1 2.0:1 40.0 0.50 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 1.00 cfs <br />Depth: 0.06 ft 0.56 ft <br />Top Width: 0.22 ft 2.22 ft <br />Velocity*: <br />X-Section Area: 0.01 sq R <br />Hydraulic Radius: 0.025 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 01-20-2005 <br />