Equal to
Less than
More than
None of these
C. More than
Inertia
Gravity
Viscous
None of these
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
Maximum
Minimum
Zero
Nonzero finite
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
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
Up-thrust
Buoyancy
Center of pressure
All the above are correct
Red wood
Say bolt
Engler
Orsat
Pressure in gases
Liquid discharge
Pressure in liquids
Gas velocities
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
Gauge pressure + atmospheric pressure
Gauge pressure - atmospheric pressure
Atmospheric pressure - gauge pressure
Gauge pressure - vacuum pressure
Atmospheric pressure
Surface tension
Force of adhesion
Force of cohesion
There is excessive leakage in the pipe
The pipe bursts under high pressure of fluid
The flow of fluid through the pipe is suddenly brought to rest by closing of the valve
The flow of fluid through the pipe is gradually brought to rest by closing of the valve
1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer
Low pressure
Moderate pressure
High pressure
Atmospheric pressure
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
1
1000
100
101.9
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
Orifice
Notch
Weir
Dam
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
Pressure
Flow
Shape
Volume
Specific weight
Specific mass
Specific gravity
Specific density
wH
wH/2
wH2/2
wH2/3
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
Volumetric strain
Volumetric index
Compressibility
Adhesion
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
More
Less
Same
More or less depending on size of glass tube
Planes of the body are completely smooth
Space around the body is completely filled with the fluid
Fluid particles do not exert any influence on one another
All of the above
Reynold's number
Froude's number
Weber's number
Euler's number