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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
When time of closure tc = L/v0 (where L is length of pipe and v0 is speed of pressure wave), the portion of pipe length subjected to maximum head is

L/3
L
L/2
L/4

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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
Multistage centrifugal pumps are used to

Produce high heads
Pump viscous fluids
Give high discharge
All of these

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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)

0.375v²/2g
v²/2g
0.5v²/2g
0.75v²/2g

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Hydraulics and Fluid Mechanics in ME
Bernoulli's equation is applied to

Venturimeter
Pitot tube
All of the listed here
Orifice meter

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Hydraulics and Fluid Mechanics in ME
Low specific speed of a pump implies it is

None of these
Mixed flow pump
Axial flow pump
Centrifugal pump

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