Laserfiche WebLink
SEDCAD 4.0 <br />Copyright 7998 Pamela J Schwab <br />Civil S°Itware Design ~ <br />• Taylor Tributary Ditch Sta. 65 to 108: Q=91.0 <br />Material: Riprap <br />Trapezoidal Channel <br />Left Right Freeboard Freeboard Freeboard <br />Bottom sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Depth (R) %of Depth MVxD) <br />10.00 2.0:1 2.0:1 5.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />i <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 91.00 cfs <br />Depth: 0.72 ft 1.72 R <br />Top Width: 12.86 R 16.86 ft <br />Velocity': <br />X-Section Area: 8.16 sq R <br />Hydraulic Radius: 0.619 <br />Froude Numbers; <br />Manning's ns: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />I~evlSi0f1 suhrnitted ~~ 7 99 <br />~s~, ra. Tip- 9r° <br /> <br />SEDCAD Utility Run Printed OS-06-1999 <br />