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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
Delivery head of a centrifugal pump is

Directly proportional to N
Directly proportional to N²
Inversely proportional to N²
Inversely proportional to N

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

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Hydraulics and Fluid Mechanics in ME
The length AB of a pipe ABC in which the liquid is flowing has diameter (d1) and is suddenly contracted to diameter (d2) at B which is constant for the length BC. The loss of head due to sudden contraction, assuming coefficient of contraction as 0.62, is

0.5 v₁²/2g
0.375 v₂²/2g
v₂²/2g
v₁²/2g

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Hydraulics and Fluid Mechanics in ME
Working principle of dead weight pressure gauge tester is based on

Pascal’s law
Avogadro’s hypothesis
Newton’s law of viscosity
Dalton’s law of partial pressure

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Hydraulics and Fluid Mechanics in ME
Two pipe systems can be said to be equivalent, when the following quantities are same

Friction factor and diameter
Flow and length
Length and diameter
Friction loss and flow

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Hydraulics and Fluid Mechanics in ME
One liter of water occupies a volume of

100 cm3
250 cm3
500 cm3
1000 cm3

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