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SEDCAD 4.0 <br /> Copyrigh11998 Pamela J Schwab <br /> Civil Software Design 1 <br /> Temporary Side Channel Base Design <br /> Material: Shales and hardpans <br /> Bottom Left Right , Freeboard Freeboard Freeboard Limiting <br /> Width(ft) Sideslope Sideslope Slope(%) Mannings n Depth(ft) %of Depth Mult.x(VXD)�Velocity(fps) <br /> Ratio Ratio l <br /> 2.00 1,0,1 7.0:1 10 0.02501 0.30 6.01 <br /> Iw/o Freeboard w/Freeboard <br /> Depth: 0.20 ft 0.50 ft <br /> I Top Width: 3.63 ft 6.03 ft <br /> i Velocity: 1.73 fps <br /> F--- <br /> X-Section Area: 0.58 sq ft <br /> Hydraulic Radius. 0.156 <br /> I i <br /> I Froude Number: 0.77 <br /> Exh. 7-14B -3 Revision Date: 12/20/19 <br /> Revision No.: TR-135 <br />