One dimensional flow
Uniform flow
Steady flow
Turbulent flow
D. Turbulent flow
0.405 + (0.003/H)
0.003 + (0.405/H)
0.405 + (H/0.003)
0.003 + (H/0.405)
0.46
0.64
0.78
0.87
1000 kg
4000 kg
2000 kg
8000 kg
Centroid of the volume of fluid vertically above the body
Centre of the volume of floating body
Center of gravity of any submerged body
Centroid of the displaced volume of fluid
Cc × Cv
Cc × Cr
Cv × Cr
Cc/Cr
Remain same
Decreases
Increases
None of these
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Unity
Greater than unity
Greater than 2
Greater than 4
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
Newton-sec/m
Newton-m/sec
Newton/m
Newton
Weber's number is the ratio of inertia force to elastic force.
Weber's number is the ratio of gravity force to surface tension force.
Weber's number is the ratio of viscous force to pressure force.
Weber's number is the ratio of inertia force to surface tension force.
One-fourth of the total supply head
One-third of the total supply head
One-half of the total supply head
Two-third of the total supply head
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
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
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Zero
Minimum
Maximum
None of these
400 kg/cm²
4000 kg/cm²
40 × 10⁵ kg/cm²
40 × 10⁶ kg/cm²
Directly proportional
Inversely proportional
Square root of velocity
None of these
Steady uniform
Non-steady non-uniform
Non-steady uniform
Steady non-uniform
Steady flow
Unsteady flow
Laminar flow
Uniform flow
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
Head of water (h)
h²
V/T
h/2
Half the depth
Half the breadth
Twice the depth
Twice the breadth
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
Centre of gravity
Centre of depth
Centre of pressure
Centre of immersed surface
Fluid
Water
Gas
Ideal fluid
0.1 N-s/m2
1 N-s/m2
10 N-s/m2
100 N-s/m2
1 %
1.5 %
2 %
2.5 %
Resultant force acting on a floating body
Equal to the volume of liquid displaced
Force necessary to keep a body in equilibrium
The resultant force on a body due to the fluid surrounding it