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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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. 

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