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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The height of a water column equivalent to a pressure of 0.15 MPa is

45.3 m
15.3 m
25.3 m
35.3 m

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Hydraulics and Fluid Mechanics in ME
The loss of head at exit of a pipe is (where v = Velocity of liquid in the pipe)

0.75v²/2g
0.5v²/2g
0.375v²/2g
v²/2g

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Hydraulics and Fluid Mechanics in ME
A pitot tube is used to measure the

Pressure difference between two points in a pipe
Total pressure of liquid flowing in a pipe
Velocity of flow at the required point in a pipe
Discharge through a pipe

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Hydraulics and Fluid Mechanics in ME
A moving fluid mass may be brought to a static equilibrium position, by applying an imaginary inertia force of the same magnitude as that of the accelerating force but in the opposite direction. This statement is called

D-Alembert’s principle
Archimedes’s principle
Pascal’s law
None of these

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Hydraulics and Fluid Mechanics in ME
In an immersed body, centre of pressure is

At the centre of gravity
Could be above or below e.g. depending on density of body and liquid
Below be centre of gravity
Above the centre of gravity

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Hydraulics and Fluid Mechanics in ME
In order that flow takes place between two points in a pipeline, the differential pressure between these points must be more than

viscosity
surface friction
All of these
frictional force

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