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SEDCAD 4.0 <br />f`.......inM 1000 Dar-alo 1 C.J.u.al. <br />• <br />Simons/OSM-Run No. 23 <br />Material: RipraD <br />Trapezoidal Channel <br />Left Right <br />Bottom Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Mult. x <br />Depth (ft) 9~0 of Depth <br /> ~D) <br />12.00 3.0:1 3.0:1 30.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 100.00 cfs <br />Depth: 0.31 ft 1.31 ft <br />Top Width: 13.87 ft 19.87 ft <br />Velodty*: <br />X-Section Area: 4.03 sq ft <br />Hydraulic Radius: 0.289 <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 />Vebcity and Manning's n calculatlons may not apply for this method. <br />SEDCAD Utility Run Printed 05-05-2006 <br />Exh. 7-14H Revision Date: 7/25/06 <br />25 Revision No.: TR-63 <br />