Table 1 shows the data for the network of pipes connecting four reservoirs to a common junction, J. Table 1 8fL Reservoir Water Level (m) Reservoir Pipe r = gn²D5 4.0 A 50 AJ 45 BJ 3.0 C 40 CJ 2.0 D 30 DJ 2.0 а) Sketch the pipe network together with the four reservoirs as described above and show the directions of flow based on the initial assumption of the head at the junction J of 41 m. State two hydraulics principles that need to be fulfilled in the analysis of this pipe network. b) Calculate the discharge in each pipe. Compute your answer to two decimal places only.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Table 1 shows the data for the network of pipes connecting four reservoirs to a common
junction, J.
Table 1
8fL
r =
gπ2p5
4.0
Reservoir Water
Reservoir
Pipe
Level (m)
A
50
AJ
B
45
BJ
3.0
C
40
CJ
2.0
D
30
DJ
2.0
а)
Sketch the pipe network together with the four reservoirs as described above and show
the directions of flow based on the initial assumption of the head at the junction J of 41
m. State two hydraulics principles that need to be fulfilled in the analysis of this pipe
network.
b)
Calculate the discharge in each pipe. Compute your answer to two decimal places only.
Transcribed Image Text:Table 1 shows the data for the network of pipes connecting four reservoirs to a common junction, J. Table 1 8fL r = gπ2p5 4.0 Reservoir Water Reservoir Pipe Level (m) A 50 AJ B 45 BJ 3.0 C 40 CJ 2.0 D 30 DJ 2.0 а) Sketch the pipe network together with the four reservoirs as described above and show the directions of flow based on the initial assumption of the head at the junction J of 41 m. State two hydraulics principles that need to be fulfilled in the analysis of this pipe network. b) Calculate the discharge in each pipe. Compute your answer to two decimal places only.
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