Laserfiche WebLink
SEDCAD 4.0 <br />Copyright 1988 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta. 69 to 121: Q=57.9 <br />Material: Riprap <br />Bottom Left Right I Freeboard Freeboard Freeboard <br />Width (ft) Si Rati pe Si Ratiope Slope (%) ~ Depth (ft) °6 of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 12.0 ~ 1.00 I <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.46 ft 1.46 ft <br />lop Width: 12.75 ft <br />T 16.75 ft <br />Velocity`: <br />Y _ <br />X-Section Area: 5.22 sq ft <br />Hydraulic Radius: <br />Froude Number`: <br />-- <br />_ 0.404 <br />w <br />. _ <br />_.- r <br /> <br />------ <br />Dmin: 3.00 in <br />~ D50: 9.00 in ! <br />Dmax: 11.25 in <br /> <br />• SEDCAD Utility Run <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />Printed 09-t8-1998 <br />Exh. 7-14F Revision Date: 7/25/06 <br />34 Revision No.: TR-63 <br />