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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
For pipes, turbulent flow occurs when Reynolds number is

between 2000 and 4000
less than 4000
less than 2000
more than 4000

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Hydraulics and Fluid Mechanics in ME
The major loss of energy in long pipes is due to

friction
sudden contraction
gradual contraction or enlargement
sudden enlargement

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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

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

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Hydraulics and Fluid Mechanics in ME
Size of a venturimeter is specified by

both pipe diameter as well as throat diameter
pipe diameter
angle of diverging section
throat diameter

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Hydraulics and Fluid Mechanics in ME
The efficiency of jet propulsion for a ship with inlet orifices at right angles to the direction of motion of ship is given by

[2(Vr - v) v]/ Vr²
[(Vr - v) v]/ Vr
[(Vr + v) v]/ Vr
[2(Vr + v) v]/ Vr²

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Hydraulics and Fluid Mechanics in ME
The flow of water through the hole in the bottom of a wash basin is an example of

Free vortex
Steady flow
Uniform flow
Forced vortex

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