Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
C. Positive gauge pressure
ML°T⁻²
ML°T
ML r²
ML²T²
Increase
Decrease
Remain same
Increase/decrease depending on depth of immersion
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
0.5
0.4
0.515
0.5
Higher
Lower
Same
None of these
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
Remains same
Decreases
Increases
None of these
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
One-half
One-third
Two-third
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
Velocity of liquid
Pressure of liquid
Area of mouthpiece
Length of mouthpiece
Up-thrust
Buoyancy
Center of pressure
All the above are correct
Pressure force
Elastic force
Surface tension force
Viscous force
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
C.G. of body
Center of pressure
Center of buoyancy
Metacentre
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
0.83
0.6
0.4
0.3
Triangular
Rectangular
Square
Trapezoidal
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
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)
Surface tension
Coefficient of viscosity
Viscosity
Osmosis
The resultant force acting on a floating body
The resultant force on a body due to the fluid surrounding it
Equal to the volume of liquid displaced
The force necessary to maintain equilibrium of a submerged body
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
Smooth and streamline flow
Laminar flow
Steady flow
Highly turbulent flow
Supersonics, as with projectiles 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 force, and wave making effects, as with ship's hulls
All of the above
Directly
Inversely
Both A and B
None of these
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
Critical point
Vena contracta
Stagnation point
None of these