Situation 2: Reservoir B in the figure supplies 560 liters per second to reservoirs A and C. For this problem, the following data are given: Pipe 1: D = 600 mm, L 500 m Pipe 2: D = 800 mm, L= 800 m Pipe 3: D = 400 mm, L= 800 m Assume f = 0.025 for all pipes. 4. What is the flow in pipe 1 in L/s? %3D A. 179 В. 381 С. 182 D. 378 5. What is the flow in pipe 3 in L/s? А. 179 В. 381 С. 182 D. 378 6. What is the elevation of reservoir B in meters? А. 305 В. 275 С. 280 D. 302 B A El. 300 m Pipe 2 Pipe 1 Pipe 3 El. 277 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Situation 2:
Reservoir B in the figure supplies 560 liters per second to
reservoirs A and C. For this problem, the following data
are given:
Pipe 1: D = 600 mm, L= 500 m
Pipe 2: D = 800 mm, L 800 m
Pipe 3: D = 400 mm, L = 800 m
Assume f = 0.025 for all pipes.
4. What is the flow in pipe 1 in L/s?
А. 179
5. What is the flow in pipe 3 in L/s?
А. 179
В. 381
C. 182
D. 378
В. 381
C. 182
D. 378
6. What is the elevation of reservoir B in meters?
А. 305
В. 275
С. 280
D. 302
В
A
El. 300 m
Pipe 2
Pipe 1
Pipe 3
El. 277 m
Transcribed Image Text:Situation 2: Reservoir B in the figure supplies 560 liters per second to reservoirs A and C. For this problem, the following data are given: Pipe 1: D = 600 mm, L= 500 m Pipe 2: D = 800 mm, L 800 m Pipe 3: D = 400 mm, L = 800 m Assume f = 0.025 for all pipes. 4. What is the flow in pipe 1 in L/s? А. 179 5. What is the flow in pipe 3 in L/s? А. 179 В. 381 C. 182 D. 378 В. 381 C. 182 D. 378 6. What is the elevation of reservoir B in meters? А. 305 В. 275 С. 280 D. 302 В A El. 300 m Pipe 2 Pipe 1 Pipe 3 El. 277 m
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