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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The distance y from pipe boundary, at which the point velocity is equal to average velocity for turbulent flow, is (where R is radius of pipe)

0.423 R
0.577 R
0.707 R
0.223 R

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Hydraulics and Fluid Mechanics in ME
General energy equation holds for

laminar flow
turbulent flow
non-uniform flow
steady flow

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Hydraulics and Fluid Mechanics in ME
The pressure of fluid due to hammer blow is

Inversely proportional to (density)1/2 of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to density of fluid
Directly proportional to density of fluid

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Hydraulics and Fluid Mechanics in ME
When a cylindrical vessel of radius (r) containing liquid is revolved about its vertical axis ω rad/s, then depth of parabola which the liquid assumes is

ω.r/4g
ω.r/2g
ω².r²/4g
ω².r²/2g

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Hydraulics and Fluid Mechanics in ME
The ratio of quantity of liquid discharged per second from the pump to the quantity of liquid passing per second through the impeller is known as

Overall efficiency
Mechanical efficiency
Volumetric efficiency
Manometric efficiency

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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
Pascal’s law
Archimedes’s principle
None of these

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