Adhesion
Cohesion
Surface tension
Viscosity
C. Surface tension
In a compressible flow, the volume of the flowing liquid changes during the flow
A flow, in which the volume of the flowing liquid does not change, is called incompressible flow
When the particles rotate about their own axes while flowing, the flow is said to be rotational flow
All of the above
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
Equal to
One-fourth
One-third
One-half
1.84 (L - 0.1nH)H3/2
1.84 (L - nH)H2
1.84 (L - 0.1nH)H5/2
1.84 (L - nH)H3
There is no loss of energy of the liquid flowing
The velocity of flow is uniform across any cross-section of the pipe
No force except gravity acts on the fluid
All of the above
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
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
The weight of the body
More than the weight of the body
Less than the weight of the body
Weight of the fluid displaced by the body
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
At the inlet
At the outlet
At the summit
At any point between inlet and outlet
Higher surface tension
Lower surface tension
Surface tension is no criterion
High density and viscosity
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
Directly proportional to density of fluid
Inversely proportional to density of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to (density)1/2 of fluid
Less than 2000
Between 2000 and 2800
More than 2800
None of these
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Less than 2000
Between 2000 and 2800
More than 2800
None of these
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
Surface tension
Capillarity
Viscosity
Shear stress in fluids
p = T × r
p = T/r
p = T/2r
p = 2T/r
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
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
Specific viscosity
Viscosity index
Kinematic viscosity
Coefficient of viscosity
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
Q = Cd × bH₁ × √(2gh)
Q = Cd × bH2 × √(2gh)
Q = Cd × b (H2 - H1) × √(2gh)
Q = Cd × bH × √(2gh)
Fluids are capable of flowing
Fluids conform to the shape of the containing vessels
When in equilibrium, fluids cannot sustain tangential forces
When in equilibrium, fluids can sustain shear forces
0.001
0.01
0.1
1
Specific weight
Mass density
Specific gravity
None of these
Remain unaffected
Increases
Decreases
None of these
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction