Laserfiche WebLink
• <br />Bottom Left ~~Right i Freeboard freeboard Freeboard <br />Width (tG) Sideslopa Sideslope Slope (°I) ~ Depth (tt) % of Depth Mult x (VxD) <br />Ratio Ratio <br />10.00 3.0;1 3.0:1 21.0 ~ t.00 <br />fi <br />Prospect Ditch Sta.. ~ to 15: Q-102.8 <br />Material: Riprao <br />Simons/OSM Method -Steep Slope Design <br />wlo Freeboard w/ Freeboard <br /> Depth: 0.51 ft 1.51 tt <br /> Top Width: t3.05 ft 19.05 ft i <br />- <br /> Velocity': - <br />~ <br />~~ X-Section Area: ~ 5.85 sq ft <br /> Hydraulic Radius: 0.443 <br />r Froude Number: _.._._ _ <br />T_..' <br /> Manning's n": __.__ <br />~ <br />j Dmin: <br />D50: <br />Dmax: &.UO fi <br />18.00 in <br />22.50 in ~ <br />G <br /> <br />f <br />Velocity.and Manning's n calculations may nat apply fnr this method. <br />• <br />• SEDGAD Utility Run Printed 09-17-'t998 <br />SEDCAD 4,0 <br />Copyright t998 Pamela J Schwab <br />Civil Software Design <br />Exh. 7-14D <br />20 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />