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Friction MethodManning Formula
Solve ForNormal Depth
Input Data
Roughness Coefficient0.045
Channel Slope 0.01530 ft/ft
Left Side Slope 4.00 ft/ft (H:V)
Right Side Slope4.00 ft/ft (H:V)
Discharge 12.50 ft³/s
Results
Normal Depth1.08ft
Flow Area4.70ft²
Wetted Perimeter8.94ft
Hydraulic Radius0.53ft
Top Width8.67ft
Critical Depth0.90ft
Critical Slope0.04002ft/ft
Velocity2.66ft/s
Velocity Head0.11ft
Specific Energy1.19ft
Froude Number0.64
Flow TypeSubcritical
GVF Input Data
Downstream Depth0.00 ft
Length 0.00 ft
Number Of Steps0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream VelocityInfinityft/s
Upstream Velocity Infinity ft/s
Normal Depth 1.08 ft
Critical Depth0.90 ft
Channel Slope 0.01530 ft/ft
Critical Slope0.04002ft/ft
Worksheet for SOUTH 100-YR 1.53%
4/12/2012 3:11:38 PM
Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster [08.11.00.03]
27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661of1Page