Decreases
Increases
Remain same
None of these
B. Increases
Gauge pressure + atmospheric pressure
Gauge pressure - atmospheric pressure
Atmospheric pressure - gauge pressure
Gauge pressure - vacuum pressure
Pressure force
Elastic force
Surface tension force
Viscous force
Atmospheric pressure
Surface tension
Force of adhesion
Force of cohesion
Bourdon tube
Pirani Gauge
Micro-manometer
Lonisation gauge
Pressure, velocity and temperature
Shear stress and rate of shear strain
Shear stress and velocity
Rate of shear strain and temperature
N/m
N/m2
N/m3
N-m
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
The head loss for all the pipes is same
The total discharge is equal to the sum of discharges in the various pipes
The total head loss is the sum of head losses in the various pipes
Both (A) and (B)
51 cm
50 cm
52 cm
52.2 cm
Avoid interruption in the flow
Increase discharge
Increase velocity
Maintain pressure difference
Weir
Notch
Orifice
None of these
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
Same as
Lower than
Higher than
None of these
Pascal's law
Archimedess principle
Principle of floatation
Bernoulli's theorem
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
5 mm
10 mm
20 mm
30 mm
Zero
Minimum
Maximum
None of these
Adhesion
Cohesion
Surface tension
Viscosity
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
Incompressible
Compressible
Viscous
None of these
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
v₁²/2g
v₂²/2g
0.5 v₁²/2g
0.375 v₂²/2g
Half the depth
Half the breadth
Twice the depth
Twice the breadth
Linear
Parabolic
Hyperbolic
Inverse type
Shear stress to shear strain
Increase in volume to the viscosity of fluid
Increase in pressure to the volumetric strain
Critical velocity to the viscosity of fluid
Gas law
Boyle's law
Charles law
Pascal's law
Smooth and streamline flow
Laminar flow
Steady flow
Highly turbulent flow