HomeMy WebLinkAboutCIRCULAR CHANNEL CALCS - Henderson Subdivision - Annexation & Rezone to R1 & HDR2Henderson
Worksheet for Circular Channel
Project Description
Project File
e:\haestad\academic\fmw\projectl.fm2
Worksheet
Henderson
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Discharge
input Data
Mannings Coefficient
0.010
Channel Slope
0.002000 ft/ft
Depth
10.0 in
Diameter
10.00 in
Kesults
Discharge
1.27
cfs
Flow Area
0.55
ft'
Wetted Perimeter
2.62
ft
Top Width
0.00
ft
Critical Depth
0.50
ft
Percent Full
100.00
Critical Slope
0.004321 ft/ft
Velocity
2.34
fus
Velocity Head
0.08
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
1.37
cfs
Full Flow Capacity
1.27
cfs
Full Flow Slope
0.002000 ftIft
12/10/01 Academic Edition
04:35:27 PM Hoestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 FlowMaa er vof 1
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