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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
An odd shaped body weighing 7.5 kg and occupying 0.01 m3 volume will be completely submerged in a fluid having specific gravity of

0.8
1
1.2
0.75

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Hydraulics and Fluid Mechanics in ME
An average value of coefficient of velocity is

0.76
0.62
0.84
0.97

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Hydraulics and Fluid Mechanics in ME
If a pump is handling water and is discharging a certain flow Q at a constant total dynamic head requiring a definite B.H.P., the same pump when handling a liquid of specific gravity 0.75 and viscosity nearly same as of water , the horse power required will be

0.75 B.H.P
H.P./0.75
1.5 B.H.P
Same

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Hydraulics and Fluid Mechanics in ME
The pressure at a point 4 m below the free surface of water is

39.24 kPa
29.24 kPa
19.24 kPa
49.24 kPa

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Hydraulics and Fluid Mechanics in ME
The flow in a pipe is turbulent when Reynold number is

Less than 2000
More than 2800
Between 2000 and 2800
None of these

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Hydraulics and Fluid Mechanics in ME
Practical fluids

are viscous
are compressible
possess all the above properties
possess surface tension

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