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A 6-in-diameter pipe (reentrant entrance, f = 0.028) 475+(Reg.No/100) ft long can deliver water from a higher reservoir to a lower one (submerged discharge). The difference between the two water surface elevations is Reg.No/100 ft. After a valve near the downstream end is suddenly opened, what will be the steady flow velocity in

A 6-in-diameter pipe (reentrant entrance, f = 0.028) 475+(Reg.No/100) ft long can deliver water from a higher reservoir to a lower one (submerged discharge). The difference between the two water surface elevations is Reg.No/100 ft. After a valve near the downstream end is suddenly opened, what will be the steady flow velocity in

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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Fluid Mechanics-2

 

Reg.no : 5395

 

 

A 6-in-diameter pipe (reentrant entrance, f = 0.028) 475+(Reg.No/100) ft long can deliver water from a higher reservoir to a lower one (submerged discharge). The difference between the two water surface elevations is Reg.No/100 ft. After a valve near the downstream end is suddenly opened, what will be the steady flow velocity in this pipe, and how long after the valve is opened will the flow velocity be 90% of the steady velocity? Pb # 5:
Transcribed Image Text:A 6-in-diameter pipe (reentrant entrance, f = 0.028) 475+(Reg.No/100) ft long can deliver water from a higher reservoir to a lower one (submerged discharge). The difference between the two water surface elevations is Reg.No/100 ft. After a valve near the downstream end is suddenly opened, what will be the steady flow velocity in this pipe, and how long after the valve is opened will the flow velocity be 90% of the steady velocity? Pb # 5:
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