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<br />:,;EDCAD 4.0 <br />:oy~ight 1998 Pamela J. Schwab <br />C.:~t ;,o(tware Design <br />Streeter Gulch Ditch Sta. 123 to 181: Q=115.3 cfs <br />Material: RlpraD <br />Left Right i Freeboard Freeboard Freeboard <br />Width (ft) 5idesiope Sideslope Slope (%) Depth (R) % of Depth Mult, x {VxD) <br />Ratio Ratio <br />15.00 3,0:1 3.0:1 2.0 i 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.87 ft 1.87 ft <br />Top Width: 20.19 ft 26.14 ft <br />Velocity*: <br />X-Section Area: 15.23 sq ft <br />` Hydraulic Radius: 0.744 __ <br />Froude Number*: _ <br />Manning's n*: <br />Dmin: 3.00 in ~ <br /> <br />f----- ~----~ <br />D50: <br />--- <br />9.00 in <br />~~ <br />~~~ Omax w 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />SEDCAD Utility Run Printed 11-05-1998 <br />Exh. 7-14E <br />24 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />