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• s • s • • • • ss • ss • • • • • • • • • • • s • • • • ss • • • • s • • • • • • • • <br /> 8 Inch Pipe Capacity <br /> Project Description <br /> Friction Method Manning Formula <br /> Solve For Full Flow Capacity <br /> Input Data <br /> Roughness Coefficient 0.010 <br /> Channel Slope 1.50000 % <br /> Normal Depth 0.67 ft <br /> Diameter 8.00 in <br /> Discharge 1.92 ft3/s <br /> Results <br /> Discharge 1.92 ft3/s g° Pipe Capacity Flowing Full <br /> Normal Depth 0.67 ft <br /> Flow Area 0.35 ft2 <br /> Wetted Perimeter 2.09 ft <br /> Hydraulic Radius 0.17 ft <br /> Top Width 0.00 ft <br /> Critical Depth 0.62 ft <br /> Percent Full 100.0 <br /> Critical Slope 0.01297 ft/ft <br /> Velocity 5.51 ft/s <br /> Velocity Head 0.47 ft <br /> Specific Energy 1.14 ft <br /> Froude Number 0.00 <br /> Maximum Discharge 2.07 ft3/s <br /> Discharge Full 1.92 ft3/s <br /> Slope Full 0.01500 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 Headless 0.00 ft <br /> Average End Depth Over Rise 0.00 % <br /> Normal Depth Over Rise 100.00 % <br /> Downstream Velocity Infinity ft/s <br /> Upstream Velocity Infinity ft/s <br /> Normal Depth 0.67 ft <br /> Critical Depth 0.62 ft <br /> Channel Slope 1.50000 % <br /> Critical Slope 0.01297 ft/ft <br /> Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster V8i(SELECTseries 1) [08.11.01.03] <br /> 7/7/2017 9:01:36 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />