The liquid particles at all sections have the same velocities
The liquid particles at different sections have different velocities
The quantity of liquid flowing per second is constant
Each liquid particle has a definite path
A. The liquid particles at all sections have the same velocities
Same as
Less than
More than
None of these
Venturimeter
Orifice plate
Hot wire anemometer
Pitot tube
Buoyancy, gravity
Buoyancy, pressure
Buoyancy, inertial
Inertial, gravity
0.5
0.4
0.515
0.5
51 cm
50 cm
52 cm
52.2 cm
0.34 times
0.67 times
0.81 times
0.95 times
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
Equal to
Less than
More than
None of these
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
Meta centre should be above e.g.
Centre of buoyancy and e.g. must lie on same vertical plane
A righting couple should be formed
All of the above
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
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Same
More
Less
None of these
10 m/sec²
9.81 m/sec²
9.75 m/sec²
9 m/sec
Energy/unit area
Velocity/unit area
Both of the above
It has no units
Surface tension of water
Compressibility of water
Capillarity of water
Viscosity of water
The metacentre should lie above the center of gravity
The center of buoyancy and the center of gravity must lie on the same vertical line
A righting couple should be formed
All the above are correct
Running full
Running free
Partially running full
Partially running free
Narrow-crested weir
Broad-crested weir
Ogee weir
Submerged weir
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
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)
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
Supersonics, as with projectile and jet propulsion
Full immersion or completely enclosed flow, as with pipes, aircraft wings, nozzles etc.
Simultaneous motion through two fluids where there is a surface of discontinuity, gravity forces, and wave making effect as with ship's hulls
All of the above
Low pressure
Moderate pressure
High pressure
Atmospheric pressure
Remain same
Increases
Decreases
Shows erratic behaviour
Its vapour pressure is low
It provides suitable meniscus for the inclined tube
Its density is less
It provides longer length for a given pressure difference
0° C
0° K
4° C
100° C
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
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Its depth is twice the breadth
Its breadth is twice the depth
Its depth is thrice the breadth
Its breadth is thrice the depth