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.

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