Same
Higher
Lower
Lower/higher depending on weight of body
C. Lower
Reynold's number
Froude's number
Weber's number
Euler's number
One dimensional flow
Streamline flow
Steady flow
Turbulent flow
It is incompressible
It has uniform viscosity
It has zero viscosity
It is at rest
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
Above it
Below it
At same point
Above or below depending on area of body
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Reynold's number
Froude's number
Mach number
Euler's number
Adhesion
Cohesion
Surface tension
Viscosity
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible
0.83
0.6
0.4
0.3
Cohesion
Adhesion
Viscosity
Surface tension
Free
Partially
Full
None of these
The pressure at any location reaches an absolute pressure equal to the saturated vapour pressure of the liquid
Pressure becomes more than critical pressure
Flow is increased
Pressure is increased
0.0116 stoke
0.116 stoke
0.0611 stoke
0.611 stoke
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
Dynamic viscosity/density
Dynamic viscosity × density
Density/dynamic viscosity
1/dynamic viscosity × density
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
Remain unaffected
Increases
Decreases
None of these
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Steady flow
Turbulent flow
Laminar flow
Non-uniform flow
Specific weight
Specific mass
Specific gravity
Specific density
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
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
1/RN
4/RN
16/RN
64/RN
2gH
H × √(2g)
2g × √H
√(2gh)
2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
Less than
Same as
More than
None of these
(2/3) Cd × L.√2g [H1 - Ha]
(2/3) Cd × L. √2g [H1 3/2 - Ha 3/2]
(2/3) Cd × L.√2g [H1 2 - Ha 2]
(2/3) Cd × L. √2g [H1 5/2 - Ha 5/2]
Narrow-crested weir
Broad-crested weir
Ogee weir
Submerged weir
wA
wx
wAx
wAx/sinθ