Laserfiche WebLink
• <br />Bottom Sides ope Sideys otpe Slope (3'0) Freeboard Freeboard Freeboard <br />Width (ft) Ratio Ratio ~ Depth (ft) /o of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 19.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.54 ft 1.54 ft <br />Top Width: 13.23 ft 19.23 fi <br />Velocity': <br />X•Section Area: 6.25 sq ft <br />Hydraulic Radius: 0.467 I <br />Fronde Number': _ r <br />' <br />_ Manning's n': <br />Dmin: <br />D50: <br />I - <br />5.00 in <br />_ 15.00 in J~ <br /> <br />_..___ <br />~ ., <br />i Dmax: <br />I 18.75 in <br />• <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwah <br />Clvil 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 />_.--------.....____......_....---..___.._......_.... ....-------.....----... _ ---__......---------_-------_-- -----._.----_---- <br />SEDCAD Utility Run Printed 09-18-1998 <br />Exh. 7-14F <br />22 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />