Fig. 2. Assume constar factors, with f = 0.018. The head-discharge relation for the pump is Hp = 60-10Q², where Hp is in meters and the discharge is in cubic meters per second.
Fig. 2. Assume constar factors, with f = 0.018. The head-discharge relation for the pump is Hp = 60-10Q², where Hp is in meters and the discharge is in cubic meters per second.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Determine the flow distribution of water in the system shown in Fig. 2. Assume constant friction
factors, with f = 0.018. The head-discharge relation for the pump is Hp = 60 - 10Q², where Hp is
in meters and the discharge is in cubic meters per second.
el 0 m
Pipe
1
4
5
[1¹]
L (m)
100
750
850
500
350
[2]
D (mm)
350
200
200
200
250
[3]
el 50 m
Solve for the Unknowns: Q₁, Q₂, Q3, Q4, Q5, R₁, R₂, R3, R4 R5
ΣΚ
[5]
20022
el 48 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe542bc4e-41ca-42a6-b19e-7fbbc7cebe26%2F912e6083-f00c-4870-b9b7-636e6da02853%2Fyli6zkg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the flow distribution of water in the system shown in Fig. 2. Assume constant friction
factors, with f = 0.018. The head-discharge relation for the pump is Hp = 60 - 10Q², where Hp is
in meters and the discharge is in cubic meters per second.
el 0 m
Pipe
1
4
5
[1¹]
L (m)
100
750
850
500
350
[2]
D (mm)
350
200
200
200
250
[3]
el 50 m
Solve for the Unknowns: Q₁, Q₂, Q3, Q4, Q5, R₁, R₂, R3, R4 R5
ΣΚ
[5]
20022
el 48 m
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