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• <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Sotlware Design <br />Gulch A Ditch Sta. 65 to 79: Q=96,5 <br />Material; Riprap <br />Simons/OSM Method -Steep Slope Design <br />• <br />• <br />i w/o Freeboartl w/ Freeboard <br />Depth: 0.70 ft 1.70 ft <br />Top Width: 14.21 ft 20.21 ft <br />Velociry•: <br />X-Section Area: 8.48 sq ft <br />Hydraulic Radius: 0.588 <br />__ -~ <br />' Froude Number': <br />------ -- -~- <br />r <br />j Dmin: 4.00 in <br />D50: 12.00 in <br />- <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Bottom Left Right ~ Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio i Depth (ft} % of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 10.0 1.00 <br />SEDCAD Utility Run <br />Exh. 7-14G <br />22 <br />Printed 09-17-1998 <br />1 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />