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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc4ceda0a-3400-4c37-a03d-f703f0107e08%2Fceecbed8-c29f-45fe-a6cc-5031cb878a98%2Fi8q49g_processed.png&w=3840&q=75)
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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