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Problem 5 Consider a three-reservoir problem with the following characteristics. L₁ = 95 m L₂ = 125 m L3= 180 m Z₁ = 25 m 2₂= 115 m 23= 85 m (a) All three pipes are constructed of 28 cm, unfinished concrete (e = 1 mm). If water at 20 °C flows through the pipes, compute the steady flow rate in each pipe (magnitude and direction). (b) Reduce the diameter of all the pipe to 15 cm, unfinished concrete (e = 1 mm) and show that the flow rates distribute in nearly the same manner but are about 5.2 times lower. Explain why.

Problem 5 Consider a three-reservoir problem with the following characteristics. L₁ = 95 m L₂ = 125 m L3= 180 m Z₁ = 25 m 2₂= 115 m 23= 85 m (a) All three pipes are constructed of 28 cm, unfinished concrete (e = 1 mm). If water at 20 °C flows through the pipes, compute the steady flow rate in each pipe (magnitude and direction). (b) Reduce the diameter of all the pipe to 15 cm, unfinished concrete (e = 1 mm) and show that the flow rates distribute in nearly the same manner but are about 5.2 times lower. Explain why.

Structural Analysis
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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Problem 5 Consider a three-reservoir problem with the following characteristics. L₁ = 95 m L₂ = 125 m L3 = 180 m Z₁ = 25 m Z₂ = 115 m z3 = 85 m (a) All three pipes are constructed of 28 cm, unfinished concrete (e = 1 mm). If water at 20 ºC flows through the pipes, compute the steady flow rate in each pipe (magnitude and direction). (b) Reduce the diameter of all the pipe to 15 cm, unfinished concrete (€ = 1 mm) and show that the flow rates distribute in nearly the same manner but are about 5.2 times lower. Explain why.
Transcribed Image Text:Problem 5 Consider a three-reservoir problem with the following characteristics. L₁ = 95 m L₂ = 125 m L3 = 180 m Z₁ = 25 m Z₂ = 115 m z3 = 85 m (a) All three pipes are constructed of 28 cm, unfinished concrete (e = 1 mm). If water at 20 ºC flows through the pipes, compute the steady flow rate in each pipe (magnitude and direction). (b) Reduce the diameter of all the pipe to 15 cm, unfinished concrete (€ = 1 mm) and show that the flow rates distribute in nearly the same manner but are about 5.2 times lower. Explain why.
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