Water flows upward through a vertical 300 mm by 150 mm Venturi meter whose coefficient is 0.980. The differential gage deflection is 1.15 m of liquid of specific gravity of 1.25 as shown in the figure. Determine the (a) actual flow in m3/s, (b) theoretical discharge in m3/s, and (c) head loss from section A to section B in m
Water flows upward through a vertical 300 mm by 150 mm Venturi meter whose coefficient is 0.980. The differential gage deflection is 1.15 m of liquid of specific gravity of 1.25 as shown in the figure. Determine the (a) actual flow in m3/s, (b) theoretical discharge in m3/s, and (c) head loss from section A to section B in m
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter3: Characteristics Of The Driver, The Pedestrian, The Bicyclist, The Vehicle, and The Road
Section: Chapter Questions
Problem 2P
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Question
Water flows upward through a vertical 300 mm by 150 mm Venturi meter whose coefficient is 0.980. The
differential gage deflection is 1.15 m of liquid of specific gravity of 1.25 as
shown in the figure.
Determine the
(a)
actual flow in m3/s,
(b) theoretical discharge in m3/s, and
(c) head loss from section A to section B in m
![B
450 mm
1.15 m
D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0fd3a8b8-e0de-4508-9a22-0695e5151276%2F3a36d51d-9017-431b-b0d9-fe059f6120c9%2Fwvxv85f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:B
450 mm
1.15 m
D
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