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Hydraulics and Fluid Mechanics in ME

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

v²/2g
0.5v²/2g
0.75v²/2g
0.375v²/2g

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Hydraulics and Fluid Mechanics in ME
The celerity (velocity) of a pressure wave in a fluid is given by (where K = Bulk modulus, and ρ = Density of the fluid)

None of the listed here
K.ρ
ρ/K
K/ρ

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Hydraulics and Fluid Mechanics in ME
The normal stress in a fluid will be constant in all directions at a point only if

It is incompressible
It is at rest
It has zero viscosity
It has uniform viscosity

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Hydraulics and Fluid Mechanics in ME
The hydraulic grade line is

All of these
always above the centre line of pipe
always sloping downward in the direction of flow
never above the energy grade line

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Hydraulics and Fluid Mechanics in ME
An open tank containing liquid is moving with an acceleration on an inclined plane. The inclination of the free surface of the liquid will be __________ to the acceleration of the tank.

None of these
Inversely proportional
Equal to
Directly proportional

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Hydraulics and Fluid Mechanics in ME
Ratio of inertia force to elastic force is known as

Mach number
Weber’s number
Reynold’s number
Froude number

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