Same as
Lower than
Higher than
None of these
C. Higher than
Has the dimensions of 1/pressure
Increases with pressure
Is large when fluid is more compressible
Is independent of pressure and viscosity
Surface tension
Compressibility
Capillarity
Viscosity
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
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
19.24 kPa
29.24 kPa
39.24 kPa
49.24 kPa
Specific viscosity
Viscosity index
Kinematic viscosity
Coefficient of viscosity
The nature of the liquid and the solid
The material which exists above the free surface of the liquid
Both of die above
Any one of the above
Less than twice
More than twice
Less than three times
More than three times
Coincides with
Lies below
Lies above
None of these
μ π³ N² R² /1800 t
μ π³ N² R⁴ /1800 t
μ π³ N² R² /3600 t
μ π³ N² R⁴ /3600 t
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
A flow whose streamline is represented by a curve is called two dimensional flow.
The total energy of a liquid particle is the sum of potential energy, kinetic energy and pressure energy.
The length of divergent portion in a Venturimeter is equal to the convergent portion.
A pitot tube is used to measure the velocity of flow at the required point in a pipe.
The pressure on the wall at the liquid level is minimum
The pressure on the bottom of the wall is maximum
The pressure on the wall at the liquid level is zero, and on the bottom of the wall is maximum
The pressure on the bottom of the wall is zer
Newton-sec/m
Newton-m/sec
Newton/m
Newton
0.001
0.01
0.1
1
Less than
More than
Equal to
None of these
Less than 2000
Between 2000 and 2800
More than 2800
None of these
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
One stoke
One centistoke
One poise
One centipoise
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
Up-thrust
Reaction
Buoyancy
Metacentre
Inertial force and gravity
Viscous force and inertial force
Viscous force and buoyancy force
Pressure force and inertial force
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
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
(bd²/12) + x
(d²/12 x) + x
b²/12 + x
d²/12 + x
There is excessive leakage in the pipe
The pipe bursts under high pressure of fluid
The flow of fluid through the pipe is suddenly brought to rest by closing of the valve
The flow of fluid through the pipe is gradually brought to rest by closing of the valve
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Maximum
Minimum
Zero
Nonzero finite
tanθ = a/g
tanθ = 2 a/g
tanθ = a/2g
tanθ = a2/2g