Question 7 (Parallel pipes) Two reservoirs are connected by two parallel pipelines with diameters of 0.8m and 0.6m as shown in Figure 8. The pipelines are both 3 km long with a value of 0.03. The combine discharge through the pipelines must be at least. Pipe 2 Pipe 1 Figure 8 a) When the total discharge is, what is the flow rate in the individual pipeline? b) What is the minimum difference in the elevation of the surface water level in the two reservoirs required to maintain a flow of through the pipelines?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 7 (Parallel pipes)
Two reservoirs are connected by two parallel pipelines with
diameters of 0.8m and 0.6m as shown in Figure 8. The
pipelines are both 3 km long with a value of 0.03. The
combine discharge through the pipelines must be at least.
Pipe 2
Pipe 1
Figure 8
a) When the total discharge is, what is the flow rate in the
individual pipeline?
b) What is the minimum difference in the elevation of the
surface water level in the two reservoirs required to
maintain a flow of through the pipelines?
Transcribed Image Text:Question 7 (Parallel pipes) Two reservoirs are connected by two parallel pipelines with diameters of 0.8m and 0.6m as shown in Figure 8. The pipelines are both 3 km long with a value of 0.03. The combine discharge through the pipelines must be at least. Pipe 2 Pipe 1 Figure 8 a) When the total discharge is, what is the flow rate in the individual pipeline? b) What is the minimum difference in the elevation of the surface water level in the two reservoirs required to maintain a flow of through the pipelines?
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