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)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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)

 

FIGURE:
EL 140m
Pipe
Length (m)
900
387
700
Diameter (mm)
300*
-200
EL 150 mm
200
Transcribed Image Text:FIGURE: EL 140m Pipe Length (m) 900 387 700 Diameter (mm) 300* -200 EL 150 mm 200
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