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.

Chapter14: Highway Surveys And Location

Section: Chapter Questions

Problem 11P

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