Reservoir A Pipe 2 Pipe 1 10 m Reservoir B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 :)

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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