HomeMy WebLinkAbout13Project Description
Friction MethodManning Formula
Solve ForNormal Depth
Input Data
Roughness Coefficient0.045
Channel Slope 0.02540 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 Depth0.99ft
Flow Area3.89ft²
Wetted Perimeter8.13ft
Hydraulic Radius0.48ft
Top Width7.88ft
Critical Depth0.91ft
Critical Slope0.04002ft/ft
Velocity3.22ft/s
Velocity Head0.16ft
Specific Energy1.15ft
Froude Number0.81
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 0.99 ft
Critical Depth0.91 ft
Channel Slope 0.02540 ft/ft
Critical Slope0.04002ft/ft
Worksheet for SOUTH 100-YR.2.54%
4/12/2012 3:11:59 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