Reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction D. Reservoir A is at elevation 80 m, reservoir B is at elevation 50 m, and reservoir C is at elevation 10 m. Diameter Length Friction Factor 400 mm 500 mm Pipe 1800 m 2000 m 1 0.02 2 0.025 3 800 mm 4000 m 0.03 a. Compute the discharge flowing out of reservoir A. b. Determine the discharge flowing in or out at reservoir B. c. Find the discharge flowing towards reservoir C.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Reservoirs A, B, and C are connected by pipelines 1, 2, and 3
respectively which meets at the junction D. Reservoir A is at
elevation 80 m, reservoir B is at elevation 50 m, and reservoir
C is at elevation 10 m.
Diameter Length Friction Factor
400 mm
500 mm
Pipe
1800 m
2000 m
1
0.02
2
0.025
3
800 mm
4000 m
0.03
a. Compute the discharge flowing out of reservoir A.
b. Determine the discharge flowing in or out at reservoir B.
c. Find the discharge flowing towards reservoir C.
Transcribed Image Text:Reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction D. Reservoir A is at elevation 80 m, reservoir B is at elevation 50 m, and reservoir C is at elevation 10 m. Diameter Length Friction Factor 400 mm 500 mm Pipe 1800 m 2000 m 1 0.02 2 0.025 3 800 mm 4000 m 0.03 a. Compute the discharge flowing out of reservoir A. b. Determine the discharge flowing in or out at reservoir B. c. Find the discharge flowing towards reservoir C.
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