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<br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width ft Sldeslope 5ideslope Slope (%) c Mult. x <br />() Ratio Ratio Depth (ft) k of Depth (VxD) <br />10.00 3.0:1 3.0:1 15.0 1.00 <br />Simons/O5M Method -Steep Slope Design <br />• <br /> w/a Freeboard w/ Freeboard <br />Design Discharge: 102.40 cfs <br />Depth: 0.63 ft 1.63 ft <br />Top Width: 13.77 ft 19.77 ft <br />Velocity*: <br />X-Section Area: 7.47 ft <br />Hydraulic Radius: 0.534 <br />Fraude Number*: <br />Manning's n*: <br />Dmin: 5.00 in <br />D50: 15.00 in <br />Dmax: 18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />1 <br />~~vision Submraed ~/ . 7 <br />~.;^-vision No..~~_8 <br />SEDCAD Utility Run Printed 05-06-1999 <br />SEDCAD 4.f} <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta. 32 to 69: Q=102.4 <br />Material: Riprap <br />Trapezoidal Channel <br />Exh. 7-14F <br />29 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />