Laserfiche WebLink
SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Oesign <br />West Pit Ditch Sta. 69 to 121: Q=57.9 <br />Material: Riprag <br />Left Right Freeboard Freeboard Freeboard <br />Wldtth (ft) 5ideslope Sideslope Slope (°'.) Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 2.01 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard wf Freeboard <br /> Depth: 0.51 ft 1.51 ft <br /> Top Width: 13.07 ft 19.07 tt <br /> Velocity': <br /> X-Section Area: 5.89 sq ft <br /> Hydraulic Radius_ _ 0.445 J_ <br /> . <br />Froude Number': <br /> Manning's n': <br /> Dmin: <br />D50: <br />Amax: 2.00 in I <br />6.00 in ~~~ <br />7.50 in <br /> <br />~J <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run <br />_... . <br />Exh. 7-14F <br />31 <br />1 <br />Printed 09-18-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />