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r~ <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta. 0 to 33: Q=107.0 <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />W d h (k) Sideslope Sideslope Slope (%) Depth (ft) q of Depth Mult, x (VxD) <br />Ratio Ratio <br />~ 10.00 3.0:1 3.0:1 13.0 ! 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.69 k 1.69 ft <br />~ <br />Top Width: 20.13 ft <br />14.13 ft <br />Velocity': <br />X•Section Area: 8.31 sq ft <br />F <br />Hydraulic Radius: T 0.579 <br />Froude Number': <br />--.._..---- i <br />~--..___- <br />~ Manning's n": <br />Dmin: <br />D50: - <br />4,00 in <br />12,00 in <br />I Omax: 15.00 in <br />• <br />• <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />SEDCAD Utility Run Printed 09-18-1998 <br />Exh. 7-14C Revision Date: 7/25/06 <br />6 Revision No.: TR-63 <br />