The design of a city water supply system is shown in the figure. Reservoir A need to supply 0.0938 m3/s to lower reservoirs B and C. The roughness coefficient for all pipes is 0.011. Use table below for the properties of the pipes. a) Calculate the flow rate in pipe 2 ( A. 0.0391 m3/s , B. 0.0513 m3/s C. 0.1997 m3/s , D. 0.0194 m3/s) b) Calculate the flow rate in pipe 3 ( A. 0.0547 m3/s , B. 0.0211 m3/s C. 0.0924 m3/s , D. 0.0380 m3/s) c) Calculate the elevation of water surface in reservoir À to supply the required flow rate (A. 140.00 m B. 160.00 m. C . 150.00 m. D. 170.00 m)
The design of a city water supply system is shown in the figure. Reservoir A need to supply 0.0938 m3/s to lower reservoirs B and C. The roughness coefficient for all pipes is 0.011. Use table below for the properties of the pipes. a) Calculate the flow rate in pipe 2 ( A. 0.0391 m3/s , B. 0.0513 m3/s C. 0.1997 m3/s , D. 0.0194 m3/s) b) Calculate the flow rate in pipe 3 ( A. 0.0547 m3/s , B. 0.0211 m3/s C. 0.0924 m3/s , D. 0.0380 m3/s) c) Calculate the elevation of water surface in reservoir À to supply the required flow rate (A. 140.00 m B. 160.00 m. C . 150.00 m. D. 170.00 m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The design of a city water supply system is shown
in the figure. Reservoir A need to supply 0.0938
m3/s to lower reservoirs B and C. The roughness
coefficient for all pipes is 0.011. Use table
below for the properties of the pipes.
a) Calculate the flow rate in pipe 2
( A. 0.0391 m3/s , B. 0.0513 m3/s C. 0.1997 m3/s , D. 0.0194 m3/s)
b) Calculate the flow rate in pipe 3
( A. 0.0547 m3/s , B. 0.0211 m3/s C. 0.0924 m3/s , D. 0.0380 m3/s)
c) Calculate the elevation of water surface in reservoir À to supply the required flow rate
(A. 140.00 m B. 160.00 m. C . 150.00 m. D. 170.00 m)
Transcribed Image Text:FIGURE:
EL 140m
Pipe
Length (m)
900
387
700
Diameter (mm)
300*
-200
EL 150 mm
200
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