1. An orifice in the side of a vertical tank discharges oil (sp. gr. = 0.82) under a head of 4.0 m. and 25 KPa pressure acting on the surface of the oil. If the diameter of the orifice is 5 cm, the coefficient of contraction is 0.62, and the head lost on the orifice is 45 cm, determine the discharge, coefficient of velocity, and the coefficient of discharge. 1. An orifice in the side of a vertical tankdischarges oil (sp. gr. = 0.82) under ahead of 4.0 m. and 25 KPa pressureacting on the surface of the oil. If thediameter of the orifice is 5 cm, thecoefficient of contraction is 0.62, and thehead lost on the orifice is 45 cm,determine the discharge, coefficient ofvelocity, and the coefficient of discharge.

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Answered: An orifice in the side of a vertical…

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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1. An orifice in the side of a vertical tank discharges oil (sp. gr. = 0.82) under a head of 4.0 m. and 25 KPa pressure acting on the surface of the oil. If the diameter of the orifice is 5 cm, the coefficient of contraction is 0.62, and the head lost on the orifice is 45 cm, determine the discharge, coefficient of velocity, and the coefficient of discharge.

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