Find the uniform flow discharge in a 5 ft diameter reinforced concrete pipe (RCP) on a longitudinal slope of 0.003. The flow depth at pipe is 3 ft. Use Table C-2 for roughness coefficient.

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Find the uniform flow discharge in a 5 ft diameter reinforced concrete pipe (RCP) on a longitudinal slope of 0.003. The flow depth at pipe is 3 ft. Use Table C-2 for roughness coefficient. 


Table C-2. Average Manning Roughness Coefficients for Closed Conduits (")
Manning Roughness Coefficient
(n)
Conduit
Reinforced Concrete Pipe (RCP)
0.013
Corrugated Metal Pipe and Pipe Arch
2-3/8 x 2 inch Corrugations
Unlined
Half Lined
Full Flow
0.024
0.018
0.016
d/D>=0.60
d/D<o.60
Fully Lined
3x1 inch Corrugations
6x2 inch Corrugations
Spiral Rib Pipe
Helically Wound Pipe
0.013
0.013
0.027
0.032
0.013
18-inch
0.015
24-inch
30-inch
36-inch
42-inch
48-inch
0.017
0.019
0.021
0.022
0.023
Plastic Pipe (HPDE and PVC)
Smooth
0.013
0.024
Corrugated
Vitrified Clay Pipe
0.014
Cast-Iron Pipe (Uncoated)
0.013
Steel Pipe
0.011
Brick
0.017
|Cast-In-Place Concrete Pipe
Rough Wood Forms
Smooth Wood or Steel Forms
0.017
0.014
() Based on materials and workmanship required by standard specifications.
Transcribed Image Text:Table C-2. Average Manning Roughness Coefficients for Closed Conduits (") Manning Roughness Coefficient (n) Conduit Reinforced Concrete Pipe (RCP) 0.013 Corrugated Metal Pipe and Pipe Arch 2-3/8 x 2 inch Corrugations Unlined Half Lined Full Flow 0.024 0.018 0.016 d/D>=0.60 d/D<o.60 Fully Lined 3x1 inch Corrugations 6x2 inch Corrugations Spiral Rib Pipe Helically Wound Pipe 0.013 0.013 0.027 0.032 0.013 18-inch 0.015 24-inch 30-inch 36-inch 42-inch 48-inch 0.017 0.019 0.021 0.022 0.023 Plastic Pipe (HPDE and PVC) Smooth 0.013 0.024 Corrugated Vitrified Clay Pipe 0.014 Cast-Iron Pipe (Uncoated) 0.013 Steel Pipe 0.011 Brick 0.017 |Cast-In-Place Concrete Pipe Rough Wood Forms Smooth Wood or Steel Forms 0.017 0.014 () Based on materials and workmanship required by standard specifications.
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