Laserfiche WebLink
r <br />Left Rlght ~ Freeboard Freeboard Freeboard <br />Widtth (ft) Sideslope Sideslope Slope (%) Depth (ft) % of Depth Muit. x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 16.0; 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.60 ft 1.60 ft <br />Top Width: ~^ 13.59 ft 19.59 ft <br />_~ <br />Velocity': <br />X-Section Area: ~ 7.06 sq ft <br />Hydraulic Radius: _.__ 0.512 <br />Fraude Number: <br />T ~^ <br />^Manning's n' _. <br />.`^_ <br />..'. Drain: 5.00 in <br />l <br />D50: 15.00 in <br />' <br /> <br />_._.-- <br />Dmax: 18.75 in <br />~ <br />f 1 <br />~J <br /> <br />SEDCAD 4.0 <br />Copyright 1999 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta, 14 to 32 : Q-100.0 <br />Material: Riprap <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />SEDCAD Utility Run Printed 09-18-1996 <br />Exh. 7-14F Revision Date: 7/25/06 <br />20 Revision No.: TR-63 <br />