2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
D. 6 meters of water Column
2.4 m
3.0 m
4.0 m
5.0 m
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
Underground flow
Flow past tiny bodies
Flow of oil in measuring instruments
All of these
Remains constant
Increases
Decreases
Depends upon mass of liquid
Inertia force
Viscous force
Gravity force
All of these
Increase
Decrease
Remain same
Increase/decrease depending on depth of immersion
Internal
External
Both A and B
None of these
One dimensional flow
Streamline flow
Steady flow
Turbulent flow
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Linearly
First slowly and then steeply
First steeply and then gradually
Unpredictable
2100
2700
10,000
21,000
Pascal's law
Archimedess principle
Principle of floatation
Bernoulli's theorem
Surface tension
Compressibility
Capillarity
Viscosity
d = (D⁵/8fl)1/2
d = (D⁵/8fl)1/3
d = (D⁵/8fl)1/4
d = (D⁵/8fl)1/5
0° C
0° K
4° C
20° C
200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3
Gravity, pressure and viscous
Gravity, pressure and turbulent
Pressure, viscous and turbulent
Gravity, viscous and turbulent
Directly proportional to the area of the vessel containing liquid
Directly proportional to the depth of liquid from the surface
Directly proportional to the length of the vessel containing liquid
Inversely proportional to the depth of liquid from the surface
Cohesion
Adhesion
Viscosity
Surface tension
Pressure
Velocity
Square of velocity
Cube of velocity
Equal to
Less than
More than
None of these
3.53 kN
33.3 kN
35.3 kN
None of these
Pressure
Flow
Velocity
Discharge
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
(2/3) × Cd (L - nH) × √(2gh)
(2/3) × Cd (L - 0.1nH) × √(2g) × H3/2
(2/3) × Cd (L - nH) × √(2g) × H²
(2/3) × Cd (L - nH) × √(2g) × H5/2