Situation 2: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: L = 5000 m, D = 300 mm Pipe 1: Pipe 2: Pipe 3: L = 4000 m, D = 250 mm L = 3500 m flow from reservoir A to junction P is 0.045 m³/s and f for all pipes is 0.018 The a. Find the flow on pipe 2 in cubic meter per second. b. Compute the appropriate diameter for pipe 3 in mm. Elev 80 A EGL 5000 m-3 P² 0 mm 8 he 4000 m-250 mm f=0.018 B 3500 m f = 0.018 Elev 70 ha Elev 60

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 2: Three reservoirs A, B, and C are connected respectively
with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is
at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at
elevation 60 m. The properties of each pipe are as follows:
L = 5000 m, D = 300 mm
Pipe 1:
Pipe 2:
Pipe 3:
L = 4000 m, D = 250 mm
L = 3500 m
flow
from
reservoir A to
junction P is 0.045 m³/s and f for all
pipes is 0.018
The
a. Find the flow on pipe 2 in cubic
meter per second.
b. Compute the appropriate diameter for
pipe 3 in mm.
Elev 80
A
EGL
5000 m-3
P²
0
mm 8
he
4000 m-250 mm
f=0.018
B
3500 m
f = 0.018
Elev 70
ha
Elev 60
Transcribed Image Text:Situation 2: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: L = 5000 m, D = 300 mm Pipe 1: Pipe 2: Pipe 3: L = 4000 m, D = 250 mm L = 3500 m flow from reservoir A to junction P is 0.045 m³/s and f for all pipes is 0.018 The a. Find the flow on pipe 2 in cubic meter per second. b. Compute the appropriate diameter for pipe 3 in mm. Elev 80 A EGL 5000 m-3 P² 0 mm 8 he 4000 m-250 mm f=0.018 B 3500 m f = 0.018 Elev 70 ha Elev 60
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