Q=300 liters/sec.1 D-202.7 mm of L₁=300 m D₂=202.7 mm Ø L₂=150 m BY D3=202.7 mm Ø L₁=75 m D-381 mm Ø L=300 m D-303.2 mm L-450 m
Q=300 liters/sec.1 D-202.7 mm of L₁=300 m D₂=202.7 mm Ø L₂=150 m BY D3=202.7 mm Ø L₁=75 m D-381 mm Ø L=300 m D-303.2 mm L-450 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
The pipe connection shown has a series parallel connection. The rate of flow in the pipe 1 is 300 liters per sec. Assuming equal values of f = 0.02 for all pipes.
- Compute the discharge of pipeline 2 in cu.m per sec.
- Compute the discharge of pipeline 3 in cu.m per sec.
- Compute the discharge of pipeline 4 in cu.m per sec.
![Q=300
liters/sec.1
D-202.7 mm Ø
L₁=300 m
LET
D₂=202.7 mm Ø
L₂=150 m
BY
D₂=202.7 mm Ø
L2=75 m
D-381 mm Ø
L=300 m
D-303.2 mm
L-450 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7d766bad-9a3e-4636-8268-b801c1d8cae6%2Fe1a3c363-acac-418f-aa15-144bcca851ae%2Fy78krun_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q=300
liters/sec.1
D-202.7 mm Ø
L₁=300 m
LET
D₂=202.7 mm Ø
L₂=150 m
BY
D₂=202.7 mm Ø
L2=75 m
D-381 mm Ø
L=300 m
D-303.2 mm
L-450 m
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