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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
For pipes, laminar flow occurs when Roynolds number is

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

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Hydraulics and Fluid Mechanics in ME
The length AB of a pipe ABC in which the liquid is flowing has diameter (d1) and is suddenly contracted to diameter (d2) at B which is constant for the length BC. The loss of head due to sudden contraction, assuming coefficient of contraction as 0.62, is

v₂²/2g
0.375 v₂²/2g
v₁²/2g
0.5 v₁²/2g

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Hydraulics and Fluid Mechanics in ME
The liquid used in manometers should have

High density
High surface tension
Low density
Low surface tension

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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

2.5 m
2.4 m
3.0 m
4.0 m

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Hydraulics and Fluid Mechanics in ME
Liquids

Cannot be compressed
Occupy definite volume
Are not affected by change in pressure and temperature
None of the listed here

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Hydraulics and Fluid Mechanics in ME
The discharge in an open channel corresponding to critical depth is

Minimum
Maximum
None of these
Zero

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