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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
One stoke is equal to

10-3 m2/s
10-6 m2/s
10-4 m2/s
10-2 m2/s

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Hydraulics and Fluid Mechanics in ME
Bernoulli equation deals with the law of conservation of

momentum
work
mass
energy

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Hydraulics and Fluid Mechanics in ME
The velocity at which the laminar flow stops, is known as

Velocity of approach
Higher critical velocity
Lower critical velocity
None of these

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Hydraulics and Fluid Mechanics in ME
Pitot tube is used for measurement of

dsscharge
pressure
flow
velocity

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Hydraulics and Fluid Mechanics in ME
Geometric similarity is said to exist between the model and the prototype, if both of them

Have identical velocities
Are identical in shape, but differ only in size
Have identical forces
Are equal in size and shape

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Hydraulics and Fluid Mechanics in ME
When a tank containing liquid moves with an acceleration in the horizontal direction, then the free surface of the liquid

Remains horizontal
Falls on the front end
Becomes curved
Falls on the back end

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