The metal piece will simply float over the mercury
The metal piece will be immersed in mercury by half
Whole of the metal piece will be immersed with its top surface just at mercury level
Metal piece will sink to the bottom
Straight line
Parabolic curve
Hyperbolic curve
Elliptical
Less than
Same as
More than
None of these
Less than
More than
Equal to
None of these
Up-thrust
Reaction
Buoyancy
Metacentre
1 %
1.5 %
2 %
2.5 %
Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
In a compressible flow, the volume of the flowing liquid changes during the flow
A flow, in which the volume of the flowing liquid does not change, is called incompressible flow
When the particles rotate about their own axes while flowing, the flow is said to be rotational flow
All of the above
Pressure force
Elastic force
Surface tension force
Viscous force
1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
Remains constant
Increases
Decreases
Depends upon mass of liquid
Atmospheric pressure
Surface tension
Force of adhesion
Force of cohesion
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
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
Centre of gravity of the floating body and the centre of buoyancy
Centre of gravity of the floating body and the metacentre
Metacentre and centre of buoyancy
Original centre of buoyancy and new centre of buoyancy
Same
Higher
Lower
Lower/higher depending on weight of body
Are viscous
Possess surface tension
Are compressible
Possess all the above properties
Specific weight
Mass density
Specific gravity
None of these
Maximum at the centre and minimum near the walls
Minimum at the centre and maximum near the walls
Zero at the centre and maximum near the walls
Maximum at the centre and zero near the walls
Directly proportional
Inversely proportional
Square root of velocity
None of these
Pressure force
Elastic force
Gravity force
Surface tension force
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
0.3 to 0.45
0.50 to 0.75
0.75 to 0.95
0.95 to 1.0
Low pressure
High pressure
Low velocity
High velocity
Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump
Depth of channel
Atmospheric pressure
Gauge pressure
Absolute pressure
Mean pressure
Directly
Inversely
Both A and B
None of these
Quasi-static
Steady state
Laminar
Uniform
Equal to
Directly proportional
Inversely proportional
None of these