Laserfiche WebLink
SEDCAf_) 4.0 <br />Copyright 1998 P:.^~.~la J. Schwab <br />Civil Software D~:;:gn <br />Streeter Guich Ditch Sta. 95 to i23 : Q=252.6 cfs <br />Material: Ripraa <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) Sidesiope Sideslope Slope (%) ~ Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio I <br />15.00 3.0:1 3.0:1 6.O I 1.00 <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />Depth: 1.27 ft 2.27 ft <br />Top Width: 22.61 ft 28.b1 ft <br />Velocity*: <br />X-Section Area: 23.83 sq ft <br />Hydraulic Radius: 1.035 <br />Froude Number*: <br />Manning's n*: __ <br />Dmin 5.00 in <br />D50: 15.00 in <br />-, <br />~ <br />-- <br />---µ --.Dmax: 18.75in <br />~ <br />-- <br />Velocity and Manning's n Calculations may not apply for this method. <br />`r~ <br />u <br />L_J <br />SEDCAD Utility Run <br /> <br />Printed 11-05-1998 <br />Exh. 7-14E Revision Date: 7/25/06 <br />22 Revision No.: TR-63 <br />