Laserfiche WebLink
<br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Gulch A Ditch Sta. 20 to 58 .Q=95.1 <br />Material: Ripra~ <br />Bottom Left Right i Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sldeslope Slope (%) Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio <br />lO.OD 3.0:1 3.0:1 15.0 j 1.00 <br />Simons/OSM Method -Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />r~ <br /> <br />SEDCAD Utility Run <br />Exh. 7-14G <br />15 <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.60 ft <br />M 1.60 ft <br />Top Width: 13.59 ft 19.59 ft <br />_. velocity*: <br />X-Section Area: <br />- 7.05 sq ft <br />-- <br />--: <br />Hydraulic Radius: 0.511 <br />Froude Number*: <br />Manning's n* <br />Dmin: <br /> <br />4.00 in i <br />DSO: 12.00 in <br />Dmdx: 15.00 in <br />1 <br />Printed 09-23-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />