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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
THEE HORIZONTAL COMPONENT OF BUOYANT FORCE IS

ZERO
NEGLIGIBLE
None of these
SAME AS BUOYANT FORCE

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Hydraulics & Fluid Mechanics
At the centre line of a pipe flowing under pressure where the velocity gradient is zero, the shear stress will be

maximum
negative value
could be any value
minimum

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Hydraulics & Fluid Mechanics
Flow at constant rate through a tapering pipe is i) steady flow ii) uniform flow iii) unsteady flow iv) non-uniform flow The correct answer is

(ii) and (iv)
(ii) and (iii)
(i) and (ii)
(i)and(iv)

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Hydraulics & Fluid Mechanics
The total pressure force on a plane area is equal to the area multiplied by the intensity of pressure at the centriod, if

the area is horizontal
All of these
the area is vertical
the area is inclined

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Hydraulics & Fluid Mechanics
A perfect gas

None of these
has constant viscosity
is incompressible
is of theoretical interest

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Hydraulics & Fluid Mechanics
Surface energy per unit area of a surface is numerically equal to

force of cohesion
surface tension
atmospheric pressure
force of adhesion

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