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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The horizontal component of buoyant force is

Negligible
Zero
Same as buoyant force
None of these

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Hydraulics and Fluid Mechanics in ME
Geometric similarity is said to exist between the model and the prototype, if both of them

Have identical velocities
Are identical in shape, but differ only in size
Are equal in size and shape
Have identical forces

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Hydraulics and Fluid Mechanics in ME
In a free vortex motion, the radial component of velocity everywhere is

zero
non-zero and finite
maximum
minimum

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Hydraulics and Fluid Mechanics in ME
The velocity corresponding to Reynold number of 2000 is called

Higher critical velocity
Lower critical velocity
Super-sonic velocity
Sub-sonic velocity

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Hydraulics and Fluid Mechanics in ME
Stream lines and path lines always coincide in case of

steady flow
laminar flow
uniform flow
turbulent flow

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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
0.375v²/2g
0.75v²/2g
0.5v²/2g

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