Laserfiche WebLink
I <br /> Worksheet for Upstream 12" gravity <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Discharge <br /> Roughness Coefficient 0.013 <br /> Channel Slope 0.01230 ft/ft <br /> Normal Depth 0.95 ft <br /> Diameter 1.00 ft <br /> Discharge 4.25 ft3/s <br /> Flow Area 0.77 ft2 <br /> Wetted Perimeter 2.67 ft <br /> Top Width 0.46 ft <br /> Critical Depth 0.87 ft <br /> Percent Full 94.5 % <br /> Critical Slope 0.01301 ft/ft <br /> Velocity 5.53 ft/s <br /> Velocity Head 0.48 ft <br /> Specific Energy 1.42 ft <br /> Froude Number 0.75 <br /> Maximum Discharge 4.25 ft3/s <br /> Discharge Full 3.95 ft3/s <br /> Slope Full 0.01422 ft/ft <br /> Flow Type SubCritical <br /> GVFlnputData .. _ 4 444 �� <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 /> Normal Depth Over Rise 94.50 <br /> Downstream Velocity Infinity ft/s <br /> Upstream Velocity Infinity ft/s <br /> I <br /> Bentley Systems,Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] <br /> 6/4/2007 10:42:24 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 <br />