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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
An ideal flow of any fluid must fulfill the following

Newton’s law of viscosity
Pascal’ law
Continuity equation
Newton’s law of motion

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Hydraulics and Fluid Mechanics in ME
The pressure intensity in kN/m2 (or kPa) at any point in a liquid is (where w = Specific weight of liquid, and h = Depth of liquid from the surface)

w
h/w
wh
w/h

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Hydraulics and Fluid Mechanics in ME
Coefficient of velocity of venturimeter

decreases with higher Reynolds number
None of these
is equal to the coefficient of discharge of venturimeter
is independent of Reynolds number

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Hydraulics and Fluid Mechanics in ME
The flow in which conditions do not change with time at any point, is known as

uniform flow
steady flow
one dimensional flow
turbulent flow

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Hydraulics and Fluid Mechanics in ME
For laminar flow in circular pipes, the Darcy’s friction factor f is equal to

32/ Re
16/Re
None of these
64/ Re

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Hydraulics and Fluid Mechanics in ME
The time oscillation of a floating body with increase in meatcentric height will be

Lower
Higher
Same
Lower/higher depending on weight of body

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