Laserfiche WebLink
SEDCAD+ RIPRAP CHANNEL DESIGN <br /> ----------------------------- <br /> Rock Tunnel Pile Diversion <br /> p <br /> INPUT VALUES: Jtj , 3 <br /> Shape TRIANGULAR <br /> Discharge 3.46 cfs <br /> Slope 8.75 % <br /> Sideslopes (L and R) 3.00: 1 3.00: 1 <br /> Freeboard .3 ft <br /> RESULTS: <br /> Steep Slope Design - Simons/OSM Method <br /> Depth 0.25 ft <br /> with Freeboard 0.55 ft <br /> Top Width 1 .49 ft <br /> with Freeboard 3.29 ft <br /> Velocity 18. 71 fps <br /> Cross Sectional Area 0. 18 sq ft <br /> Hydraulic Radius 0. 12 ft <br /> Manning's n 0.038 <br /> Froude Number 9.36 <br /> Dmax 1 .250 ft (15.00 in) <br /> D50 1 .000 ft (12.00 in) <br /> D10 0.333 ft ( 4.00 in) <br />