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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
The difference of pressure between the inside and outside of a liquid drop is

(a)p = Txr
(b)p = T/r
p = T/2r
(d)p = 2T/r

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Hydraulics & Fluid Mechanics
For a floating body to be in stable equilibrium, its metacentre should be

above the center of gravity.
between e.g. and center of pressure
above the center of buoyancy
below the center of buoyancy

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Hydraulics & Fluid Mechanics
Flow of water in a pipe about 3 meters in diameter can be measured by

pitot tube
venturi
orifice plate
rotameter

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Hydraulics & Fluid Mechanics
The distance from pipe boundary, at which the turbulent shear stress is one-third die wall shear stress, is (where R is the radius of pipe)

1/3 R
1/2 R
3/4 R
2/3 R

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Hydraulics & Fluid Mechanics
An open vessel of water is accelerated up an inclined plane. The free water surface will

be horizontal
any one of above is possible
make an angle in direction of inclination of inclined plane
make an angle in opposite direction to inclination of inclined plane

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Hydraulics & Fluid Mechanics
The flow which neglects changes in a transverse direction is known as

one dimensional flow
turbulent flow
uniform flow
steady flow

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