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SEDCAD 4.Q <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design ~ <br />Gulch A Ditch Sta, 20 to 58 :Q==95.1 -____.__ <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (°k) Depth (ft) % of Depth Mult. x {VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 10,0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> <br />Velocity and Manning's n calculations may not apply for this method. <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.69 ft 1.69 ft <br />lop Width: 14.16 ft 20.16 ft <br />Velocity*: <br />X-Section Area: 8.38 sq ft <br />Hydraulic Radius: <br />~- 0.583 <br />- <br />i Froude Number*: <br />F'-' --"--- <br />"--- - <br />Manning's n*: <br />Omin <br />D50: 3.00 in <br />9.00 in <br />Dmax: 11.25 in <br />SEDCAD Utility Run Printed 09-23-1998 <br />r <br />Exh. 7-14G Revision Date: 7/25/06 <br />13 Revision No. TR-63 <br />