Above it
Below it
At same point
Above or below depending on area of body
B. Below it
Vertical upward force through e.g. of body and center line of body
Buoyant force and the center line of body
Midpoint between e.g. and center of buoyancy
All of the above
The center of buoyancy is located at the center of gravity of the displaced liquid
For stability of a submerged body, the center of gravity of body must lie directly below the center of buoyancy
If C.G. and center of buoyancy coincide, the submerged body must lie at neutral equilibrium for all positions
All floating bodies are stable
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
(H - hf )/H
H/(H - hf )
(H + hf )/H
H/(H + hf )
Above it
Below it
At same point
Above or below depending on area of body
Inertial force and gravity
Viscous force and inertial force
Viscous force and buoyancy force
Pressure force and inertial force
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
Steady
Unsteady
Both A and B
None of these
Pressure
Discharge
Velocity
Volume
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction
Bourdon tube
Pirani Gauge
Micro-manometer
Lonisation gauge
Increases
Decreases
Remain unaffected
Unpredictable
v₁²/2g
v₂²/2g
0.5 v₁²/2g
0.375 v₂²/2g
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
Velocity, depth, pressure, etc. change from point to point in the fluid flow.
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Cannot be compressed
Occupy definite volume
Are not affected by change in pressure and temperature
None of the above
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
flv²/2gd
flv²/gd
3flv²/2gd
4flv²/2gd
On the surface at which resultant pressure acts
On the surface at which gravitational force acts
At which all hydraulic forces meet
Similar to metacentre
Centre of gravity
Centre of depth
Centre of pressure
Centre of immersed surface
Weir
Notch
Orifice
None of these
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation
Quasi-static
Steady state
Laminar
Uniform
1 : 5
1 : 2.5
1 : 25
1 : √5
Atmospheric pressure
Surface tension
Force of adhesion
Force of cohesion
Constant
Variable
Zero
Zero under limiting conditions
Zero
Minimum
Maximum
None of these
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
1 and 2.5
2.5 and 4
4 and 6
1 and 6