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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The water pressure per metre length on a vertical masonry wall of dam is (where w = Specific weight of the liquid, and H = Height of the liquid)

wH/2
wH
wH2/2
wH2/4

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Hydraulics and Fluid Mechanics in ME
If the net positive suction head (NPSH) requirement for the pump is not satisfied, then

No flow will take place
Excessive power will be consumed
Efficiency will be low
Cavitation will be formed

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Hydraulics and Fluid Mechanics in ME
If a body floating in a liquid returns back to its original position, when given a small angular displacement, the body is said to be in

None of these
Stable equilibrium
Unstable equilibrium
Neutral equilibrium

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Hydraulics and Fluid Mechanics in ME
The rise or depression of liquid in a tube due to surface tension will increase in size of tube will

Decrease
Increase
Remain unaffected
May increase or decrease depending on the characteristics of liquid

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Hydraulics and Fluid Mechanics in ME
The buoyancy depends on

pressure of the liquid displaced
viscosity of the liquid
mass of liquid displaced
depth of immersion

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Hydraulics and Fluid Mechanics in ME
The discharge over a triangular notch is

Inversely proportional to H5/2
Directly proportional to H5/2
Inversely proportional to H3/2
Directly proportional to H3/2

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