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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcac27208-590d-4f3e-99d2-4fbd2850bfc9%2Fe544664e-0015-425d-9dd8-405bcb815011%2F3w7kik8_processed.png&w=3840&q=75)
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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