Any weight, floating or immersed in a liquid, is acted upon by a buoyant force
Buoyant force is equal to the weight of the liquid displaced
The point through which buoyant force acts, is called the center of buoyancy
Center of buoyancy is located above the center of gravity of the displaced liquid
D. Center of buoyancy is located above the center of gravity of the displaced liquid
Double
Four times
Eight times
Sixteen times
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 pleasure
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
Neutral
Stable
Unstable
None of these
At
Above
Below
None of these
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
Surface tension
Compressibility
Capillarity
Viscosity
Moving
Viscous
Viscous and static
Viscous and moving
Remain unaffected
Increases
Decreases
None of these
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
Equal to
Double
Three to four times
Five to six times
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
wH
wH/2
wH2/2
wH2/3
h
wh
w/h
h/w
dQ/Q = (1/2) × (dH/H)
dQ/Q = (3/4) × (dH/H)
dQ/Q = (dH/H)
dQ/Q = (3/2) × (dH/H)
Cohesion
Adhesion
Viscosity
Surface tension
(μπ²N/60t) × (R₁ - R₂)
(μπ²N/60t) × (R₁² - R₂²)
(μπ²N/60t) × (R₁³ - R₂³)
(μπ²N/60t) × (R₁⁴ - R₂⁴)
0.83
0.6
0.4
0.3
Surface tension force
Viscous force
Gravity force
Elastic force
Velocity of liquid
Pressure of liquid
Area of mouthpiece
Length of mouthpiece
Cd × a × √(2gH)
Cd × a × √(2g) × H3/2
Cd × a × √(2g) × H2
Cd × a × √(2g) × H5/2
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis
Velocity of flow is very high
Discharge is difficult to measure
Mach number is between 1 and 6
None of these
4μvl/wd²
8μvl/wd²
16μvl/wd²
32μvl/wd²