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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)

0.75v²/2g
0.5v²/2g
0.375v²/2g
v²/2g

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Hydraulics and Fluid Mechanics in ME
General energy equation holds for

laminar flow
steady flow
non-uniform flow
turbulent flow

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Hydraulics and Fluid Mechanics in ME
According to fan laws, for fans having constant wheel diameter, the pressure varies

Directly as fan speed
Square of fan speed
Cube of fan speed
Square root of fan speed

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Hydraulics and Fluid Mechanics in ME
The flow rate in gear pump

Unpredictable
More or less remains constant with increase in pressure
Increases with increase in pressure
Decreases with increase in pressure

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Hydraulics and Fluid Mechanics in ME
For manometer, a better liquid combination is one having

high density and viscosity
higher surface tension
lower surface tension
surface tension is no criterion

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Hydraulics and Fluid Mechanics in ME
The upper surface of a weir over which water flows is known is

sill
nappe
weir top
crest

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