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• SEDCAD 4.0 <br />Copyright 19x38 Pamela.!. Schwab 1 <br />Civil Software Design <br />West Pit Ditch Sta. 0 to 33: Q=107.0 <br />Material: Riprap <br />Bottom Left Right <br />Sideslope Sideslope Slope (%) Freeboard Freeboard Freeboard <br />Depth (tt) % of Depth Mult. x (VxD) <br />Width (ft) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 6.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w/ Freeboard <br /> Depth: 0.79 ft 1.79 ft ` <br /> Top Width: 14.74 ft 20.74 ft <br /> Velocity`: <br /> X-Section Area: 9.77 sq ft <br /> Hydraulic Radius: 0.&51 <br /> Froude Number`: ~ -__ A _ j <br /> __ <br /> Dmin: <br />D50_, 4.00 in <br />_ `.12_00 in <br />~ <br /> ------ <br />Dmax: 15.00 in 1 <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 09-18-1998 <br />Exh. 7-14C Revision Date: 7/25/06 <br />5 Revision No.: TR-63 <br />