A pipeline with roughness ks = 1.0mm and diameter D = 9.6cm connects two reservoirs. The reservoirs are both open to the atmosphere and differ in surface elevation by H = 40m. The two reservoirs with the connecting pipe are shown in the figure below. You can assume density of water = 1001kg/m³, dynamic viscosity of water = 0.001Pa-s and acceleration due to gravity 9.81 m/s². Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures. Reservoir Pipe with D.K. Reservoir 2 a) What is the friction factor of the pipe for a flow rate of Q=34L/s? Provide your answer to 3 decimal places. The friction factor f = b) For this case, what is the length of the pipe? Provide your answer to 3 decimal places. The length is L= m.
A pipeline with roughness ks = 1.0mm and diameter D = 9.6cm connects two reservoirs. The reservoirs are both open to the atmosphere and differ in surface elevation by H = 40m. The two reservoirs with the connecting pipe are shown in the figure below. You can assume density of water = 1001kg/m³, dynamic viscosity of water = 0.001Pa-s and acceleration due to gravity 9.81 m/s². Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures. Reservoir Pipe with D.K. Reservoir 2 a) What is the friction factor of the pipe for a flow rate of Q=34L/s? Provide your answer to 3 decimal places. The friction factor f = b) For this case, what is the length of the pipe? Provide your answer to 3 decimal places. The length is L= m.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
![A pipeline with roughness ks = 1.0mm and diameter D = 9.6cm connects two reservoirs. The reservoirs
are both open to the atmosphere and differ in surface elevation by H = 40m. The two reservoirs with the
connecting pipe are shown in the figure below.
You can assume density of water = 1001kg/m³, dynamic viscosity of water = 0.001Pas and
acceleration due to gravity 9.81m/s².
Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures.
Reservoir 1
Pipe with
D.K.
H
m.
Reservoir 2
a) What is the friction factor of the pipe for a flow rate of Q=34L/s? Provide your answer to 3 decimal
places.
The friction factor f =
b) For this case, what is the length of the pipe? Provide your answer to 3 decimal places.
The length is L =](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc73f3cd4-a19d-415f-8d30-becc2258c94e%2F152210ba-c0e2-40d2-8451-7b6dbe90e76f%2Frlvlhe8_processed.png&w=3840&q=75)
Transcribed Image Text:A pipeline with roughness ks = 1.0mm and diameter D = 9.6cm connects two reservoirs. The reservoirs
are both open to the atmosphere and differ in surface elevation by H = 40m. The two reservoirs with the
connecting pipe are shown in the figure below.
You can assume density of water = 1001kg/m³, dynamic viscosity of water = 0.001Pas and
acceleration due to gravity 9.81m/s².
Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures.
Reservoir 1
Pipe with
D.K.
H
m.
Reservoir 2
a) What is the friction factor of the pipe for a flow rate of Q=34L/s? Provide your answer to 3 decimal
places.
The friction factor f =
b) For this case, what is the length of the pipe? Provide your answer to 3 decimal places.
The length is L =
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