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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design ~ <br />Gulch A Ditch Sta. 0 to 20 :Q=122.3 <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Widtho(ft) Sideslope Sideslope Slope (%) Depth (ft) % of Depth Mult, x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 18.0 I 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0,64 ft 1.64 ft <br />Top Width: 13.83 ft 19.83 ft <br />Velocity*: <br />X-Section Area: 7.60 sq ft <br />Hydraulic Radius 0.542 <br />Froude Number*: <br />Dmin: 6.00 in <br />__.___ <br />OSO: <br />18.00 in <br />Dmax: 22.50 in j <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />SEDCAD Utility Run Printed 09-23-1998 <br /> <br />Exh. 7-14G Revision Date: 7/25/06 <br />10 Revision No. TR-63 <br />