Laserfiche WebLink
Worksheet for West Side Drain <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Full Flow Diameter <br /> Input Data <br /> Roughness Coefficient 0.010 <br /> Channel Slope 0.00130 ft/ft <br /> Normal Depth 0.21 ft <br /> Diameter 0.21 ft <br /> Discharge 11.65 gal/min <br /> Results <br /> Diameter 0.21 ft <br /> Normal Depth 0.21 ft <br /> Flow Area 0.03 ft2 <br /> Wetted Perimeter 0.66 ft <br /> Hydraulic Radius 0.05 ft <br /> Top Width 0.00 ft <br /> Critical Depth 0.10 ft <br /> Percent Full 100.0 % <br /> Critical Slope 0.00601 ft/ft <br /> Velocity 0.75 ft/s <br /> Velocity Head 0.01 ft <br /> Specific Energy 0.22 ft <br /> Froude Number 0.00 <br /> Maximum Discharge 0.03 ft'/s <br /> Discharge Full 0.03 ft3/s <br /> Slope Full 0.00130 ft/ft <br /> Flow Type SubCritical <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 /> Average End Depth Over Rise 0.00 % <br /> Bentley Systems,Inc. Haestad Methods SoIilIMM OpfibawMaster V8i(SELECTseries 1) [08.11.01.031 <br /> 9/11/2019 4:25:56 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />