Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
B. Atmospheric pressure
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Less than
More than
Equal to
None of these
The resultant force acting on a floating body
The resultant force on a body due to the fluid surrounding it
Equal to the volume of liquid displaced
The force necessary to maintain equilibrium of a submerged body
Remains constant
Increases
Decreases
Depends upon mass of liquid
The flow is steady
The flow is streamline
Size and shape of the cross section in a particular length remain constant
Size and cross section change uniformly along length
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
Water surface
Center of pressure
Center of gravity
Center of buoyancy
Expands
Does not change
Contracts
None of these
1 %
1.5 %
2 %
2.5 %
0.0116 stoke
0.116 stoke
0.0611 stoke
0.611 stoke
Adhesion
Cohesion
Viscosity
Compressibility
50 %
56.7 %
66.67 %
76.66 %
Specific weight
Mass density
Specific gravity
None of these
Viscosity
Osmosis
Surface tension
Cohesion
Coincides with its centre of gravity
Lies above its centre of gravity
Lies below its centre of gravity
Lies between the centre of buoyancy and centre of gravity
Is steady
Is one dimensional
Velocity is uniform at all the cross sections
All of the above
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Surface tension
Coefficient of viscosity
Viscosity
Osmosis
(bd²/12) + x
(d²/12 x) + x
b²/12 + x
d²/12 + x
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Unity
Greater than unity
Greater than 2
Greater than 4
Higher
Lower
Same
Higher/lower depending on temperature
Surface tension
Compressibility
Capillarity
Viscosity
100 litres
250 litres
500 litres
1000 litres
Same as
Lower than
Higher than
None of these
Equal to
Less than
More than
None of these
One-dimensional flow
Two-dimensional flow
Three-dimensional flow
Four-dimensional flow
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
Concave
Convex
Plane
None of these
Its vapour pressure is low
It provides suitable meniscus for the inclined tube
Its density is less
It provides longer length for a given pressure difference