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
B. Centre of gravity of the floating body and the metacentre
C.G. of body
Center of pressure
Center of buoyancy
Metacentre
Pascal
Poise
Stoke
Faraday
Increases
Decreases
Remain unaffected
Unpredictable
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
The weight of the body
More than the weight of the body
Less than the weight of the body
Weight of the fluid displaced by the body
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
Measure the velocity of a flowing liquid
Measure the pressure of a flowing liquid
Measure the discharge of liquid flowing in a pipe
Measure the pressure difference of liquid flowing between two points in a pipe line
At C.G. of body
At center of pressure
Vertically upwards
At metacentre
Less than 2000
Between 2000 and 2800
More than 2800
None of these
N-m/s
N-s/m2
m2/s
N-m
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
Cannot be compressed
Occupy definite volume
Are not affected by change in pressure and temperature
None of the above
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Cylindrical shape
Convergent shape
Divergent shape
Convergent-divergent shape
2.89 kN
8.29 kN
9.28 kN
28.9 kN
Plus
Minus
Divide
Multiply
There is no loss of energy of the liquid flowing
The velocity of flow is uniform across any cross-section of the pipe
No force except gravity acts on the fluid
All of the above
Less than
More than
Equal to
None of these
Surface tension of water
Compressibility of water
Capillarity of water
Viscosity of water
Directly proportional to its distance from the centre
Inversely proportional to its distance from the centre
Directly proportional to its (distance)2 from the centre
Inversely proportional to its (distance)2 from the centre
14π R1/2/15Cd × a √(2g)
14π R3/2/15Cd × a √(2g)
14π R5/2/15Cd × a √(2g)
14π R7/2/15Cd × a √(2g)
Half the depth
Half the breadth
Twice the depth
Twice the breadth
Tensile stress
Compressive stress
Shear stress
Bending stress
flv²/2gd
flv²/gd
3flv²/2gd
4flv²/2gd
ω.r/2g
ω².r²/2g
ω.r/4g
ω².r²/4g
5 mm
10 mm
20 mm
30 mm
1.84 LH1/2
1.84 LH
1.84 LH3/2
1.84 LH5/2