Laserfiche WebLink
orksheet <br /> Worksheet for Trapezoidal Channel <br /> Project Description <br /> Worksheet Trapezoidal <br /> Channel-1 <br /> Flow Element Trapezoidal <br /> Channel <br /> Method Manning's <br /> Formula <br /> Solve For Discharge <br /> Input Data <br /> Mannings Coefficient 0.013 <br /> Slope 0.03000 ft/ft <br /> 0 <br /> Depth 1.00 ft <br /> Left Side Slope 6.00 H :V <br /> Right Side Slope 6.00 H :V <br /> Bottom Width 1.00 ft <br /> Results <br /> Discharge 90.95 cfs <br /> Flow Area 7.0 ftz <br /> Wetted Perimeter 13.17 ft <br /> Top Width 13.00 ft <br /> Critical Depth 1.62 ft <br /> Critical Slope 0.002645 ft/ft <br /> Velocity 12.99 ft/s <br /> Velocity Head 2.62 ft <br /> Specific Energy 3.62 ft <br /> Froude Number 3.12 <br /> Flow Type Supercritical <br /> Notes: Forward Landfill <br /> North Slope Bench crossing <br /> Q100=36.57 <br /> Minimum Dimensions <br /> 5/20/2005 <br />