A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes.

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