2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m. A) Compute the flow rate at reservoir A B) Compute the flow rate at reservoir B C) Compute the reservoir C VEL 300 m Qa = 0.19326 m³/s Qb = 0.3476 m/s (giver) Qc = 0.5408 m³/s LEL 302.5 m VEL 277 m Pipe 1 2 3 0.0208 0.0168 0.0175 diameter (mm) 900 600 450 Length (m ) 800 1200 1000

2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m. A) Compute the flow rate at reservoir A B) Compute the flow rate at reservoir B C) Compute the reservoir C VEL 300 m Qa = 0.19326 m³/s Qb = 0.3476 m/s (giver) Qc = 0.5408 m³/s LEL 302.5 m VEL 277 m Pipe 1 2 3 0.0208 0.0168 0.0175 diameter (mm) 900 600 450 Length (m ) 800 1200 1000

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the
junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m.
A) Compute the flow rate at reservoir A
B) Compute the flow rate at reservoir B
C) Compute the reservoir C
VEL 300 m
Qa=0.19326 m³/s
Qb = 0.3476 m/s (giver)
Qc = 0.5408 m/s
LEL 302.5 m
VEL 277 m
Pipe
1
2
3
0.0208
0.0168
0.0175
diameter
(mm)
900
600
450
Length (m
)
800
1200
1000

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