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The pressure at section (2) shown in the figure below is not to fall below 60 psi when the flowrate from the tank varies from 0 to 1.0 cfs and the branch line is shut off. Determine the minimum height, h, of the water tank under the assumption that (a) minor losses are negligible, (b) minor losses are not negligible. Assume h₁ = 5 ft, h₂ = 10 ft, the entrance is sharp-edged. (a) h= (b) h= ft ft 600 ft with 15 90° elbows All pipe is 6-in.-diameter plastic (ɛ/D=0), flanged fittings Branch line -900 ft (2) Main line

The pressure at section (2) shown in the figure below is not to fall below 60 psi when the flowrate from the tank varies from 0 to 1.0 cfs and the branch line is shut off. Determine the minimum height, h, of the water tank under the assumption that (a) minor losses are negligible, (b) minor losses are not negligible. Assume h₁ = 5 ft, h₂ = 10 ft, the entrance is sharp-edged. (a) h= (b) h= ft ft 600 ft with 15 90° elbows All pipe is 6-in.-diameter plastic (ɛ/D=0), flanged fittings Branch line -900 ft (2) Main line

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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Current Attempt in Progress The pressure at section (2) shown in the figure below is not to fall below 60 psi when the flowrate from the tank varies from 0 to 1.0 cfs and the branch line is shut off. Determine the minimum height, h, of the water tank under the assumption that (a) minor losses are negligible, (b) minor losses are not negligible. Assume h₁ = 5 ft, h₂ = 10 ft, the entrance is sharp-edged. (a) h= (b) h = ft ft h 600 ft with 15 90° elbows All pipe is 6-in.-diameter plastic (ε/D=0), flanged fittings Branch line -900 ft (2) Main line
Transcribed Image Text:Current Attempt in Progress The pressure at section (2) shown in the figure below is not to fall below 60 psi when the flowrate from the tank varies from 0 to 1.0 cfs and the branch line is shut off. Determine the minimum height, h, of the water tank under the assumption that (a) minor losses are negligible, (b) minor losses are not negligible. Assume h₁ = 5 ft, h₂ = 10 ft, the entrance is sharp-edged. (a) h= (b) h = ft ft h 600 ft with 15 90° elbows All pipe is 6-in.-diameter plastic (ε/D=0), flanged fittings Branch line -900 ft (2) Main line
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