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Friction MethodManning Formula
Solve ForNormal Depth
Input Data
Roughness Coefficient0.045
Channel Slope 0.02430 ft/ft
Left Side Slope 4.00 ft/ft (H:V)
Right Side Slope4.00 ft/ft (H:V)
Discharge 9.30 ft³/s
Results
Normal Depth0.89ft
Flow Area3.17ft²
Wetted Perimeter7.34ft
Hydraulic Radius0.43ft
Top Width7.12ft
Critical Depth0.80ft
Critical Slope0.04163ft/ft
Velocity2.94ft/s
Velocity Head0.13ft
Specific Energy1.02ft
Froude Number0.78
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 0.89 ft
Critical Depth0.80 ft
Channel Slope 0.02430 ft/ft
Critical Slope0.04163ft/ft
Worksheet for NORTH 25-YEAR 2.43%
4/12/2012 3:10:06 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