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SEDCAD 4.0 <br />r......+..M+non o.,...vi., i c..ti....,ti <br />• <br />Simons/OSM Run No. 11 <br />Material: i2iprap <br />Trapezoidal Channel <br />Left Right Freeboard Freeboard Freeboard <br />Wd~ ft Sldeslope Sldeslope Slope (%) <br />() Mult x <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />6.00 3.0:1 3.0:1 20.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 100.00 cfs <br />Depth: 0.61 ft 1.61 ft <br />Top Width: 9.67 ft 15.67 ft <br />Velocity*: <br />X-Section Area: 4.79 sq ft <br />Hydraulic Radius: 0.486 <br />Froude Number: <br />Manning's n*: <br />Dmin: 7.00 In <br />D50: 21.00 In <br />Dmax: 26.25 In <br />• <br /> <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD UUIIty Run <br />Exh. 7-14H <br />18 <br />Printed 05-05-2006 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />