Pipe Length (m) Diameter(m) Friction factor, f AJ 1800 0.40 0.020 BJ 2000 0.50 0.025 CJ 4000 0.80 0.030 EL. B0 A El. 70 hfl B hf2 hf3 a3 El. 10

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Two reservoirs, A and B feed a third reservoir C as shown. Calculate the flow (Q) in each pipe assuming constant reservoir water levels as indicated. Use the data below:
Pipe
Length (m)
Diameter(m)
Friction factor, f
AJ
1800
0.40
0.020
BJ
2000
0.50
0.025
CJ
4000
0.80
0.030
EL. B0
A
El. 70
hfl
B
hf2
hf3
a3
El. 10
Transcribed Image Text:Pipe Length (m) Diameter(m) Friction factor, f AJ 1800 0.40 0.020 BJ 2000 0.50 0.025 CJ 4000 0.80 0.030 EL. B0 A El. 70 hfl B hf2 hf3 a3 El. 10
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