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Two sharp-ended pipes of diameter d₁ = 50 mm, and d₂ = 100 mm, each of length 100 m, are connected in parallel between two reservoirs which have a difference of level h = 10 m, as shown in figure below. If the friction coefficient, f= 0.032 for each pipe, calculate: a. the rate of flow for each pipe, b. the diameter d of a single pipe 100 m long which would give the same flow if it was substituted for the original two pipes, (Notes: Use Darcy Weisbach's equation, h= (flv²)/(2dg) Pipe 2- Pipe 1 h = 10 m 110

Two sharp-ended pipes of diameter d₁ = 50 mm, and d₂ = 100 mm, each of length 100 m, are connected in parallel between two reservoirs which have a difference of level h = 10 m, as shown in figure below. If the friction coefficient, f= 0.032 for each pipe, calculate: a. the rate of flow for each pipe, b. the diameter d of a single pipe 100 m long which would give the same flow if it was substituted for the original two pipes, (Notes: Use Darcy Weisbach's equation, h= (flv²)/(2dg) Pipe 2- Pipe 1 h = 10 m 110

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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Two sharp-ended pipes of diameter d₁ = 50 mm, and d₂ = 100 mm, each of length 100 m, are connected in parallel between two reservoirs which have a difference of level h= 10 m, as shown in figure below. If the friction coefficient, f= 0.032 for each pipe, calculate: a. the rate of flow for each pipe, b. the diameter d of a single pipe 100 m long which would give the same flow if it was substituted for the original two pipes, (Notes: Use Darcy Weisbach's equation, h,= (flv²)/(2dg) Pipe 2- Pipe 1 h = 10 m 110
Transcribed Image Text:Two sharp-ended pipes of diameter d₁ = 50 mm, and d₂ = 100 mm, each of length 100 m, are connected in parallel between two reservoirs which have a difference of level h= 10 m, as shown in figure below. If the friction coefficient, f= 0.032 for each pipe, calculate: a. the rate of flow for each pipe, b. the diameter d of a single pipe 100 m long which would give the same flow if it was substituted for the original two pipes, (Notes: Use Darcy Weisbach's equation, h,= (flv²)/(2dg) Pipe 2- Pipe 1 h = 10 m 110
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