Laserfiche WebLink
SEDCAD 4.0 <br />Copynghf 1998 Pamela J Schwab <br />Crvii Software Design <br />• Final East Pit Ditch Sta. 0 to 56: Q=102.4 <br />Material: Riorap <br />Bonom Lek Right <br />Sideslope Sideslope Slope (;b) Freeboard Freeboard Freeboard <br />Width (N) <br />Ratio Ratio Depth (k) % of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 20.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.53 k 1.53 k <br />Top Widlh: 13.16 k 19.16 k <br />Velocity': <br />X-Section Area: 6.10 sq k <br />Hydraulic Radius: 0.458 <br />Froude Number': <br />Manning's n': <br />Dmin: 5.00 in <br />D50: 15.00 in <br />Dmax: 18 75 in <br />Velocity and Manning's n calculations may not apply for this methotl. <br /> <br /> <br />SEDCAD Utility Run <br />Printed 09-17-1998 <br />