1. Three reservoir A, B, and C are connected by pipelines 1, 2, 3 respectively which merges at a junction X. the elevation of reservoir A is 300 m and that of B is 285 m. The rate of flow from reservoir A is 1.4m³/s A) Compute the rate of flow in reservoir B B) Compute the rate of flow in reservoir C C) Compute the elevation of reservoir C VEL 300 m LEL 285 m B VEL? Pipe 1 2 3 f 0.0157 0.0162 0.0177 diameter (mm) 800 600 450 Length (m ) 1500 450 1200

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Three reservoir A, B, and C are connected by pipelines 1, 2, 3 respectively which merges at a
junction X. the elevation of reservoir A is 300 m and that of B is 285 m. The rate of flow from
reservoir A is 1.4m³/s
A) Compute the rate of flow in reservoir B
B) Compute the rate of flow in reservoir C
C) Compute the elevation of reservoir C
EL 300 m
Qb = 0.189 m³/s (receiver)
Qc =1.211 m/s
ELC = 148.93 m
EL 285 m.
VEL?
Pipe
1
2
3
f
0.0157
0.0162
0.0177
diameter
(mm)
800
600
450
Length (m
)
1500
450
1200
Transcribed Image Text:1. Three reservoir A, B, and C are connected by pipelines 1, 2, 3 respectively which merges at a junction X. the elevation of reservoir A is 300 m and that of B is 285 m. The rate of flow from reservoir A is 1.4m³/s A) Compute the rate of flow in reservoir B B) Compute the rate of flow in reservoir C C) Compute the elevation of reservoir C EL 300 m Qb = 0.189 m³/s (receiver) Qc =1.211 m/s ELC = 148.93 m EL 285 m. VEL? Pipe 1 2 3 f 0.0157 0.0162 0.0177 diameter (mm) 800 600 450 Length (m ) 1500 450 1200
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