1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Diameter, mm Length, m <330000> <1200030> 2500> Pipe 1 400 2 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m
1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Diameter, mm Length, m <330000> <1200030> 2500> Pipe 1 400 2 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. The figure shows a looping water pipe system. The pressure drop stood at200030>
mmHg from point A to point B. Assume f = 0.053 all pipes.
PIPE 1
Qu
PIPE2
A
B
PIPE 3
Length, m
<33000 0>
<1200030>
2500 >
Pipe
Diameter, mm
1
400
300
3
200
a. Compute the discharge at pipe 1
b. Compute the discharge at point A
c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff24dcd64-fe2a-4e1a-a8a3-d87fde9ec6e6%2F34eb7b95-5584-4343-b456-a1afab8f2b94%2F3rrmsps_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. The figure shows a looping water pipe system. The pressure drop stood at200030>
mmHg from point A to point B. Assume f = 0.053 all pipes.
PIPE 1
Qu
PIPE2
A
B
PIPE 3
Length, m
<33000 0>
<1200030>
2500 >
Pipe
Diameter, mm
1
400
300
3
200
a. Compute the discharge at pipe 1
b. Compute the discharge at point A
c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m
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