Atmospheric pressure
Gauge pressure
Absolute pressure
Mean pressure
B. Gauge pressure
Inertia
Gravity
Viscous
None of these
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
Directly proportional to the area of the vessel containing liquid
Directly proportional to the depth of liquid from the surface
Directly proportional to the length of the vessel containing liquid
Inversely proportional to the depth of liquid from the surface
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible
K.ρ
K/ρ
ρ/K
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
1/16 to 1/8
1/8 to 1/4
1/4 to 1/3
1/3 to 1/2
Equal to
One-fourth
One-third
One-half
Steady flow
Unsteady flow
Laminar flow
Uniform flow
Low density
High density
Low surface tension
High surface tension
Equal to
Directly proportional
Inversely proportional
None of these
Surface tension
Capillarity
Viscosity
Shear stress in fluids
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
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
Local atmospheric pressure depends upon elevation of locality only
Standard atmospheric pressure is the mean local atmospheric pressure a* sea level
Local atmospheric pressure is always below standard atmospheric pressure
A barometer reads the difference between local and standard atmospheric pressure
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
wH/2
wH
wH2/2
wH2/4
0.001
0.01
0.1
1
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
Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
Directly proportional to its distance from the centre
Inversely proportional to its distance from the centre
Directly proportional to its (distance)2 from the centre
Inversely proportional to its (distance)2 from the centre
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
(2/3) × Cd (L - nH) × √(2gh)
(2/3) × Cd (L - 0.1nH) × √(2g) × H3/2
(2/3) × Cd (L - nH) × √(2g) × H²
(2/3) × Cd (L - nH) × √(2g) × H5/2
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
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.
Equal to
Less than
More than
None of these
Viscosity
Air resistance
Surface tension forces
Atmospheric pressure
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
The bodies A and B have equal stability
The body A is more stable than body B
The body B is more stable than body A
The bodies A and B are unstable