Laserfiche WebLink
Worksheet <br /> Worksheet for Trapezoidal Channel <br /> e• 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 1.50 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 251.48 cfs <br /> Flow Area 15.0 ft2 <br /> Wetted Perimeter 19.25 ft <br /> Top Width 19.00 ft <br /> Critical Depth 2.47 ft <br /> Critical Slope 0.002310 ft/ft <br /> Velocity 16.77 ft/s <br /> Velocity Head 4.37 ft <br /> Specific Energy 5.87 ft <br /> Froude Number 3.33 <br /> Flow Type Supercritical <br /> Notes: Forward Landfill <br /> North Slope Bench crossing <br /> Q100=36.57 <br /> Maximum Dimensions <br /> 5/20/2005 <br />