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r <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />1 <br />Gulch A Ditch Sta. ZO to 58 :Q_=.9.5.1 <br />Material; Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) Sidestope Sideslope Slope (%) Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Rado <br />i 10.00 3.0:1 3.0:1 16.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.58 ft I.58 ft <br />Top Width: 13.47 ft 19.47 ft <br />Velocity*: <br />X-Section Area: ~ 6.79 sq ft <br />~^ Hydraulic Radius: 0.497 <br />~--- <br />Froude Number*: <br /> <br />~~ <br />Manning's n*: ~T <br />Dmin: 5.00 in <br />4 D50: 15.00 in <br />i Dmax: 18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br /> <br />SEDCAD Utility Run <br />Exh. 7-14G <br />16 <br />Printed 09-23-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />