A 80 mm-o orifice (whose coefficient produced at the vena contracta is 0.80) at the bottom of a tank containing 1250 per 127 ft deep of water whose surface is exposed to air pressure of 600.049204 mm of mercury. Assume coefficient of velocity of 0.8125. Determine the discharge in L/s. 48.34 O 72.51 96.68 54.38

A 80 mm-o orifice (whose coefficient produced at the vena contracta is 0.80) at the bottom of a tank containing 1250 per 127 ft deep of water whose surface is exposed to air pressure of 600.049204 mm of mercury. Assume coefficient of velocity of 0.8125. Determine the discharge in L/s. 48.34 O 72.51 96.68 54.38

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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