.A venturimeter, having a diameter of 7.5 cm atthe throat and 15 cm at the enlarged end, isinstalled in a horizontal pipeline of 15 cmdiameter. The pipe carries an incompressible fluidat a steady rate of 30 litres per second. Thedifference of pressure head measured in terms ofthe moving fluid in between the enlarged end andthe throat of the venturimeter is observed to be2.45 m. Taking the acceleration due to gravity as9.81 m/s², the coefficient of discharge of theventurimeter (correct up to two places ofmmmmmmmmmmdecimal) is ?

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.A venturimeter, having a diameter of 7.5 cm at the throat and 15 cm at the enlarged end, is installed in a horizontal pipeline of 15 cm diameter. The pipe carries an incompressible fluid at a steady rate of 30 litres per second. The difference of pressure head measured in terms of

.A venturimeter, having a diameter of 7.5 cm at the throat and 15 cm at the enlarged end, is installed in a horizontal pipeline of 15 cm diameter. The pipe carries an incompressible fluid at a steady rate of 30 litres per second. The difference of pressure head measured in terms of

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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A venturimeter having diameter of 7.5 cm at the throat and 15 cm at the enlarged end is installed in a horizontal pipeline of 15 cm diameter. The pipe carries an incompressible fluid at steady rate of 30 l/sec. The difference of pressure head measured in terms of the moving fluid in between the enlarged and the throat of the venturimeter is observed to be 2.45 m. Taking the g = 9.8 m/s², the coefficient of discharge of venturimeter (correct upto 2 decimal) is .......
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