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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The value of friction factor ‘f’ for smooth pipes for Reynolds number 106 is approximately equal to

0.001
0.0001
0.1
0.01

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Hydraulics and Fluid Mechanics in ME
If mercury in a barometer is replaced by water, the height of 3.75 cm of mercury will be following cm of water

52 cm
51 cm
50 cm
52.2 cm

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Hydraulics and Fluid Mechanics in ME
The units of kinematic viscosity are

kg sec/meter
metres² per sec
newton-sec per meter
newton-sec per meter

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Hydraulics and Fluid Mechanics in ME
In an immersed body, center of pressure is

below be center of gravity
could be above or below e.g. depending on density of body and liquid
above the center of gravity
at the center of gravity

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Hydraulics and Fluid Mechanics in ME
Reciprocating pumps are no more to be seen in industrial applications (in comparison to centrifugal pumps) because of

High initial and maintenance cost
Lower discharge
Lower speed of operation
Necessity of air vessel

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Hydraulics and Fluid Mechanics in ME
The imaginary line drawn in the fluid in such a way that the tangent to any point gives the direction of motion at that point, is known as

Potential line
Path line
Steak line
Stream line

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