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• <br />SEDCAD 4.0 <br />Copyright 1996 Pamela J. Schwah <br />Civil Software Design <br />Gulch A Ditch Sta. 20 to 58 :Q=95.1 <br />Material: Riprap <br />Bottom Left Right o <br />Sideslope Sideslope Slope (/o) Freeboard Freeboard Freeboard <br />Width (ft) <br />Rato Ratio Depth (ft) % of Depth Mult. x (Vx0) <br />10.00 3.0:1 3.0:1 11,0 I 1.00 <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />Depth: 0,67 ft 1.67 ft <br />Top Width; 14.05 ft 20.05 ft <br />Velocity*: <br />X-Section Area: 6.11 sq ft ^ T- <br />Nydrauiic Radius: fl.569 <br />Froude Number* Jmm=^ <br /> <br />Dmin: <br />-- 4.00 in <br />--- <br />iY-- ~. "D50: 12.00 in _ <br />~ <br /> <br />Dmax: ~ <br />15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br /> <br />SEDCAD Utility Run <br />1 <br />Printed 09-23-1998 <br />Exh. 7-14G Revision Date: 7/25/06 <br />14 Revision No. TR-63 <br />