A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes. A Q1 = 0.295 m3/s, Q2 = 0.413 m3/s, Q3 = 0.708 m3/s B Q1 0.327 m3/s, Q2 = 0.458 m3/s, Q3 = 0.785 m3/s Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 = 0.748 m3/s D No answer among the choices E Q1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 = 0.805 m3/s F) Q1 = 0.431 m3/s, Q2 = 0.295 m3/s, Q3 = 0.726 m3/s

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all
pipes.
A Q1 = 0.295 m3/s, Q2 = 0.413 m3/s, Q3 = 0.708 m3/s
B Q1= 0.327 m3/s, Q2 = 0.458 m3/s, Q3 = 0.785 m3/s
Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 = 0.748 m3/s
D No answer among the choices
E Q1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 = 0.805 m3/s
F) Q1 = 0.431 m3/s, Q2 = 0.295 m3/s, Q3 = 0.726 m3/s
Transcribed Image Text:A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes. A Q1 = 0.295 m3/s, Q2 = 0.413 m3/s, Q3 = 0.708 m3/s B Q1= 0.327 m3/s, Q2 = 0.458 m3/s, Q3 = 0.785 m3/s Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 = 0.748 m3/s D No answer among the choices E Q1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 = 0.805 m3/s F) Q1 = 0.431 m3/s, Q2 = 0.295 m3/s, Q3 = 0.726 m3/s
ELEV. = 75m
A
ELEV. = 40m
B
1
L= 1700m
D = 400mm
2
L= 1900m
f = 0.02
D = 500mm
f = 0.025
ELEV. = 15m
3
L = 3500m
D = 800mm
f = 0.03
Transcribed Image Text:ELEV. = 75m A ELEV. = 40m B 1 L= 1700m D = 400mm 2 L= 1900m f = 0.02 D = 500mm f = 0.025 ELEV. = 15m 3 L = 3500m D = 800mm f = 0.03
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