The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor losses are neglected, determine the flow rate in each pipe (+ is out and - is into the reservoir) Assume ha = 50 m, hg = 60 m, hc = 20 m, ₁ = 100 m, 2 = 200 m, and 3 = 400 m. QA = QB = Qc = i i i 0.01259 0.02125 0.02394 Elevation = h D₂=0.08 m l₂ = 0.020 m^3/s V m^3/s V m^3/s V =h₂ B Elevation = D,= 0.10 m f₁ = 0.015 D. = 0.08 m f = 0.020 Elevation = hc ▼ C

Structural Analysis
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Chapter2: Loads On Structures
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The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor losses are neglected, determine
the flow rate in each pipe (+ is out and - is into the reservoir)
Assume ha = 50 m, hg = 60 m, hc = 20 m, ₁ = 100 m, ₂ = 200 m, and 3 = 400 m.
QA =
QB =
Qc =
i
0.01259
0.02125
0.02394
Elevation = h
D₂=0.08 m
l₂
= 0.020
m^3/s V
m^3/s V
m^3/s
V
Elevation =
B
ܓܝܪ ܩܝܡܗ ܘܐܡܡܢ
D,= 0.10 m
f₁ = 0.015
D.= 0.08 m
f = 0.020
Elevation - he
==
▼
C
Transcribed Image Text:The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor losses are neglected, determine the flow rate in each pipe (+ is out and - is into the reservoir) Assume ha = 50 m, hg = 60 m, hc = 20 m, ₁ = 100 m, ₂ = 200 m, and 3 = 400 m. QA = QB = Qc = i 0.01259 0.02125 0.02394 Elevation = h D₂=0.08 m l₂ = 0.020 m^3/s V m^3/s V m^3/s V Elevation = B ܓܝܪ ܩܝܡܗ ܘܐܡܡܢ D,= 0.10 m f₁ = 0.015 D.= 0.08 m f = 0.020 Elevation - he == ▼ C
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