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• <br />ScDCAD 4.0 <br />~ovyright 1998 Pamela J. Schwab <br />Goa Software Design <br />Streeter Gulch Ditch Sta, 95 to 123: Q=252.6 cfs <br />Material: Riprap <br />Left Right ~ Freeboard Freeboard Freeboard <br />WidU~~ft) Sideslope Sidesfope Slope (%) Depth (ft) % of Depth Mult. x (VxD) <br />Rato Ratio 1 <br />15.00 3.0:1 3.0;1 10.0 I 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: l,il ft 2.11 ft <br />Top Width: 21.66 ft 27.66 ft <br />Velocity*: <br />X-Section Area; 20.3fi sq ft <br />Flydraulic Radius: 0.424 <br />Froude Number*: <br />Manning's n*: <br />-' <br />Dmin: 5.00 in <br />---` <br />D50: 15.00 in <br />~- _ 1 <br />- <br />Dmax: _^ 18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />i ------------ .___ ._ ___ __.__. <br />SEDCAD Utility Run Printed 11- - <br />Exh. 7-14E <br />23 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />