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<br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (%} ~ Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 7.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.50 ft 1.50 ft <br />Top Width: 13.00 ft <br />_.-. <br />-- 19.00 ft <br />- <br />Velocity': . - <br />- <br />X-Section Area: 5.75 sq ft <br />Hydraulic Radius: 0.437 <br />Froude Number`: <br />. <br />__Manning's n' <br />Omin: ~ - <br />3.00 in ------~_.___~ <br />, <br />D50: <br />i------ 9.00 in -_ <br />-------- ----- j <br />-------- I <br />-~ <br />i <br />~ Dmax: 11.25 in ~ <br />Velocity and Manning's n calculations may not apply for this method. <br />1 <br />SEDCAD Utility Run Pnnted 09-18-1998 <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta. 69 to 121: Q-57.9 <br />Material: Riprap <br />Exh. 7-14F <br />33 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />