Laserfiche WebLink
SEDCAD 4.0 <br />Copyn9h[ 1998 Pamela J. Schwab <br />Civil Sohware Devgn ~ <br />Taylor Tributary Ditch Sta. 0 to 65: Q=185 0 <br />Material: Riorae <br />Trapezoidal Channel <br />Bottom Left Right ~; Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (R) Ratio Ratio Depth (R) % of Depth Mult. x <br />(VxD) <br />10.00 2.0:1 2.0:1 19.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> <br /> w/o Freeboard wJ Freeboard <br />Design Discharge: 185.00 cfs <br />Depth: 0.81 ft 1.81 R <br />Top Width: 13.24 ft 17.24 R <br />velocity*: <br />X-Section Area: 9.42 sq R <br />Hydraulic Radius: 0.691 <br />Froude Numbers: <br />Monolog's ns: <br />Dmin: 8.00 in <br />D50: 24.00 in <br />Dmax: 30.00 in <br />Velocity and Monolog's n calculations may not apply (or this method. <br />~~, s~~m~ .S~ 7 99 <br />Rev;sion ra. Tip- ~8 <br />• SEDCAD Utility Run <br />Printed OS-O6-1999 <br />