please could someone show me how U2 = 1.98m/s. This is the correct answer but i've tried a few methods and can't quite get there! Any notes on the method alongside calculation would be great :) The two pipes are parallel, Kexit =1 for pipe 1 and pipe 2, entry losses can be ignored.
please could someone show me how U2 = 1.98m/s. This is the correct answer but i've tried a few methods and can't quite get there! Any notes on the method alongside calculation would be great :) The two pipes are parallel, Kexit =1 for pipe 1 and pipe 2, entry losses can be ignored.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Hi, please could someone show me how U2 = 1.98m/s. This is the correct answer but i've tried a few methods and can't quite get there!
Any notes on the method alongside calculation would be great :)
The two pipes are parallel, Kexit =1 for pipe 1 and pipe 2, entry losses can be ignored.

Transcribed Image Text:Pipe 1
L₁ = 1000 m
D₁ = 0.5 m
f₁ = 0.02
ks = 0.5 mm
U₁ = 1 m/s
Pipe 2
L₂ = 1000 m
D₂ = 0.3 m
f₂ = 0.015
ks = 0.5 mm
4₂ = ???

Transcribed Image Text:Reservoir
A
Pipe 2
Pipe 1
10 m
Reservoir
B
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