EL 205 m EL 130 m 2 EL 192 m Pipe 1 2 3 n 0.011 0.014 0.017 Diameter Length (mm) in (m) 400 1800 500 2000 800 4000

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4. Two reservoir A and B, feed a third reservoir C as shown in figure. Assuming constant water level in the figure and making
use of the data given in the table below. Compute the discharge in each pipe. Use conventional solution.
EL 205 m
EL 130 m
2
EL 192 m
Q₁ = 0.3963 m³/s, Q₂ = 0.4550 m³/s, Q3 = 0.8513 m³/s
Pipe
1
2
3
n
0.011
0.014
0.017
Diameter Length
(mm)
in (m)
400
500
800
1800
2000
4000
Transcribed Image Text:4. Two reservoir A and B, feed a third reservoir C as shown in figure. Assuming constant water level in the figure and making use of the data given in the table below. Compute the discharge in each pipe. Use conventional solution. EL 205 m EL 130 m 2 EL 192 m Q₁ = 0.3963 m³/s, Q₂ = 0.4550 m³/s, Q3 = 0.8513 m³/s Pipe 1 2 3 n 0.011 0.014 0.017 Diameter Length (mm) in (m) 400 500 800 1800 2000 4000
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