Laserfiche WebLink
Worksheet for West Edge Swale <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Normal Depth <br /> Input Data <br /> Roughness Coefficient 0.050 <br /> Channel Slope 0.01000 ft/ft <br /> Left Side Slope 3.00 ft/ft(H:V) <br /> Right Side Slope 3.00 ft/ft(H:V) <br /> Discharge 0.19 ft3/s <br /> Results <br /> Normal Depth 0.28 ft <br /> Flow Area 0.24 ft2 <br /> Wetted Perimeter 1.80 ft <br /> Hydraulic Radius 0.13 ft <br /> Top Width 1.71 ft <br /> Critical Depth 0.19 ft <br /> Critical Slope 0.08558 ft/ft <br /> Velocity 0.78 fUs <br /> Velocity Head 0.01 ft <br /> Specific Energy 0.29 ft <br /> Froude Number 0.37 <br /> Flow Type Subcritical <br /> GVF Input Data <br /> Downstream Depth 0.00 ft <br /> Length 0.00 ft <br /> • <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 0.28 ft <br /> Critical Depth 0.19 ft <br /> Channel Slope 0.01000 ft/ft <br /> Critical Slope 0.08558 ft/ft <br /> Bentley Systems,Inc. Haestad Methods SolBtiotiqdrilawMaster V8i(SELECTseries 1) [08.11.01.03] <br /> 113112011 4:55:38 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />