ELEV. = 75m%3DAELEV. 40mвL = 1700m2 L= 1900mD = 400mmf = 0.02D = 500mmf = 0.025ELEV. = 15mDL = 3500mD = 800mmf = 0.03A three reservoir problem shown in the figurewith their corresponding length and diameter.Determine the discharge in all pipes.Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 =A0.748 m3/s%3DВNo answer among the choicesQ1 = 0.327 m3/s, Q2 = 0.458 m3/s, Q3 =C0.785 m3/sQ1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 =%3D%3D0.805 m3/sQ1 = 0.295 m3/s, Q2 = 0.413 m3/s, Q3 =E0.708 m3/s%3DQ1 = 0.431 m3/s, Q2 = 0.295 m3/s, Q3 =F0.726 m3/s

Answered: A three reservoir problem shown in the…

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

Problem 1P

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Question

ELEV. = 75m
%3D
A
ELEV. 40m
в
L = 1700m
2 L= 1900m
D = 400mm
f = 0.02
D = 500mm
f = 0.025
ELEV. = 15m
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.
Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 =
A
0.748 m3/s
%3D
В
No answer among the choices
Q1 = 0.327 m3/s, Q2 = 0.458 m3/s, Q3 =
C
0.785 m3/s
Q1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 =
%3D
%3D
0.805 m3/s
Q1 = 0.295 m3/s, Q2 = 0.413 m3/s, Q3 =
E
0.708 m3/s
%3D
Q1 = 0.431 m3/s, Q2 = 0.295 m3/s, Q3 =
F
0.726 m3/s

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