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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software t3esign <br />West Pit Ditch Sta. 32 to 69: Q~ i02.4 <br />Material: Riprao <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (~o) De th ft % of Depth Mult. x <br />Ratio Ratio p () (VxD) <br />! 10.00 3.0:1 3.0:1 20.0 1.00 <br /> Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ freeboard <br /> Design Discharge: 102.40 cfs <br /> Depth: 0.53 ft 1.53 ft <br /> Top Width: <br />---------~------ 13.1b ft <br />--.......----. 19.16 ft <br />-------------.......I <br /> Velocity*: ~ <br /> X-Section Area: <br />----------- <br />+ 6.10 sq ft <br />_._._... _. --- <br />------- .............i <br />I ---- <br />Hydraulic Radius: 0.458 ~ <br /> Froude Number* <br />_._.. --- - <br />-- .__._.. I <br />___ ---i <br /> Manning s n*: ': <br /> Dmin: 5.00 in <br /> D50: 15.00 in ~ <br /> <br /> i Dmax: 18.75 in ~ <br />Velocity and Manning's n calculations may not apply For this method. <br />Revision Submitted ~ / 7 9 <br />~~isian Na. r/~ - 98 <br />----- __ _ <br />SEDCAD Utility Run Printed OS-06-1999 <br />Exh. 7-14F Revision Date: 7/25/06 <br />30 Revision No.: TR-63 <br />