Laserfiche WebLink
Worksheet for Rundown <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Normal Depth <br /> Input Data <br /> Roughness Coefficient 0.045 <br /> Channel Slope 0.33330 ft/ft <br /> Left Side Slope 3.00 ft/ft(H:V) <br /> Right Side Slope 3.00 ft/ft(H:V) <br /> Bottom Width 3.00 ft <br /> Discharge 20.40 ft'/s <br /> Results <br /> Normal Depth 0.48 ft <br /> Flow Area 2.14 ft2 <br /> Wetted Perimeter 6.04 ft <br /> Hydraulic Radius 0.35 ft <br /> Top Width 5.89 ft <br /> Critical Depth 0.85 ft <br /> Critical Slope 0.03695 ft/ft <br /> Velocity 9.54 ft/s <br /> Velocity Head 1.41 ft <br /> Specific Energy 1.90 ft <br /> Froude Number 2.79 <br /> Flow Type Supercritical <br /> GVF Input Data <br /> Downstream Depth 0.00 ft <br /> Length 0.00 ft <br /> Number Of Steps 0 <br /> GVF Output Data <br /> Upstream Depth 0.00 ft <br /> Profile Description <br /> Profile Headloss 0.00 ft <br /> Downstream Velocity Infinity ft/s <br /> Upstream Velocity Infinity ft/s <br /> Normal Depth 0.48 ft <br /> Critical Depth 0.85 ft <br /> Channel Slope 0.33330 ft/ft <br /> Bentley Systems,Inc. Haestad Methods SoI8b"d;eFIhmMaster V8i(SELECTseries 1) [08.11.01.03] <br /> 8/22/2016 3:59:36 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />