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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The depth of the center of pressure on a vertical rectangular gate 8 m wide and 6 m high, when the water surface coincides with the top of the gate, is

2.4 m
3.0 m
4.0 m
2.5 m

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Hydraulics and Fluid Mechanics in ME
A channel is said to be of most economical cross-section, if

It involves lesser excavation for the designed amount of discharge
It has minimum wetted perimeter
It gives maximum discharge for a given cross-sectional area and bed slope
All of these

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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

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

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Hydraulics and Fluid Mechanics in ME
According to equation of continuity,

w1a1 = w2a2
a1/v1 = a2/v2
w1v1 = w2v2
a1v1 = a2v2

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Hydraulics and Fluid Mechanics in ME
The velocity at which the flow changes from laminar flow to turbulent flow is called

Sub-sonic velocity
Velocity of approach
Super-sonic velocity
Critical velocity

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Hydraulics and Fluid Mechanics in ME
With an increase in size of tube, the rise or depression of liquid in the tube due to surface tension will

Decrease
Increase
Depend upon the characteristics of liquid
Remain unchanged

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