9.Water is flowing through a 500 mm diameter pipe having a head loss of 25 m. Another pipe of appropriate diameter is laid parallel to the existing pipe having same length and same friction factor. To get same discharge jointly through both the pipes, the head loss is reduced to 10 m. The diameter of the additional pipe would be nearly A 201.368 mm B 805.475 mm C 402.738 mm Solution: (C) Given: Initial head loss = 25 m 4-05m
9.Water is flowing through a 500 mm diameter pipe having a head loss of 25 m. Another pipe of appropriate diameter is laid parallel to the existing pipe having same length and same friction factor. To get same discharge jointly through both the pipes, the head loss is reduced to 10 m. The diameter of the additional pipe would be nearly A 201.368 mm B 805.475 mm C 402.738 mm Solution: (C) Given: Initial head loss = 25 m 4-05m
Principles of Physics: A Calculus-Based Text
5th Edition
ISBN:9781133104261
Author:Raymond A. Serway, John W. Jewett
Publisher:Raymond A. Serway, John W. Jewett
Chapter15: Fluid Mechanics
Section: Chapter Questions
Problem 69P
Related questions
Question
Why option (C) is correct.
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![9.Water is flowing through a 500 mm diameter pipe having a head loss of 25 m. Another
pipe of appropriate diameter is laid parallel to the existing pipe having same length and
same friction factor. To get same discharge jointly through both the pipes, the head loss is
reduced to 10 m. The diameter of the additional pipe would be nearly
A 201.368 mm
B 805.475 mm
C 402.738 mm
Solution:
(C)
Given: Initial head loss = 25 m
4-05m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96cd9518-1b26-435b-a6c9-54b613202df5%2Fd504181f-da5a-4e04-802c-b6501127ae5c%2Fcp5t8k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:9.Water is flowing through a 500 mm diameter pipe having a head loss of 25 m. Another
pipe of appropriate diameter is laid parallel to the existing pipe having same length and
same friction factor. To get same discharge jointly through both the pipes, the head loss is
reduced to 10 m. The diameter of the additional pipe would be nearly
A 201.368 mm
B 805.475 mm
C 402.738 mm
Solution:
(C)
Given: Initial head loss = 25 m
4-05m
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