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Home My WebLink AboutWPO201600035 Calculations 2018-12-20Worksheet for Analysis Point 2 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.024 Channel Slope 0.03900 ft/ft Diameter 18.00 in Discharge 10.65 ft3/s Results Normal Depth 1.16 ft Flow Area 1.47 ft2 Wetted Perimeter 3.23 ft Hydraulic Radius 0.46 ft Top Width 1.25 ft Critical Depth 1.25 ft Percent Full 77.6 % Critical Slope 0.03391 ft/ft Velocity 7.23 ft/s Velocity Head 0.81 ft Specific Energy 1.98 ft Froude Number 1.18 Maximum Discharge 12.09 ft3/s Discharge Full 11.24 ft3/s Slope Full 0.03504 ft/ft Flow Type SuperCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 77.64 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods SoHdtdtef f1d rMaster V81 (SELECTseries 1) [08.11.01.03] 12/18/2018 4:05:43 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for Analysis Point 2 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 1.16 ft Critical Depth 1.25 ft Channel Slope 0.03900 ft/ft Critical Slope 0.03391 ft/ft Bentley Systems, Inc. Haestad Methods SoHBidtefF1dwMaster V81 (SELECTseries 1) [08.11.01.03] 12/18/2018 4:05:43 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Normal Depth Diameter Discharge Cross Section Image Cross Section for Analysis Point 2 Manning Formula Normal Depth LT 1S. in 1.1-�ft 0.024 0.03900 ft/ft 1.16 ft 18.00 in 10.65 ft3/s b': 1 H: 1 Bentley Systems, Inc. Haestad Methods SoHBidI[efF1dwMaster V81 (SELECTseries 1) [08.11.01.03] 12/18/2018 4:06:10 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1