Reservoir A Pipe 2 Pipe 1 10 m Reservoir B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Hi, im struggling with getting the right final answers for this question 

part a) if the parallel pipes are replaced with a singular pipe, and entry and exit losses are ignored, what is the diameter of the pipe? the volume flux of this pipe is Q=0.3m3/s. (final answer should be 0.43m)?

part b) find the flow regime and the thickness of the viscous layer in pipe 1 

if you could make notes to explain any significant steps so its easier for me to learn and apply to other questions that would be very helpful! thanks in advance :)

 

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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