2 in. by 6 in., is installed in a vertical pipe line carrying water. A differential manometer containing mercury is attached to inlet and throat, the difference z in gage levels being 2.50 ft. Compute the actual discharge assuming a
2 in. by 6 in., is installed in a vertical pipe line carrying water. A differential manometer containing mercury is attached to inlet and throat, the difference z in gage levels being 2.50 ft. Compute the actual discharge assuming a
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A Venturi meter, 12 in. by 6 in., is installed in a vertical pipe line carrying water. A differential
manometer containing mercury is attached to inlet and throat, the difference z in gage levels
being 2.50 ft. Compute the actual discharge assuming a Venturi coefficient of 0.97.
Transcribed Image Text:a- 12 in
Point 2
12 in
Pont 1
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