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
D. When in equilibrium, fluids can sustain shear forces
Has the dimensions of 1/pressure
Increases with pressure
Is large when fluid is more compressible
Is independent of pressure and viscosity
Less than twice
More than twice
Less than three times
More than three times
Inertial force and gravity
Viscous force and inertial force
Viscous force and buoyancy force
Pressure force and inertial force
Steady flow
Uniform flow
Streamline flow
Turbulent flow
The size of orifice is large
The velocity of flow is large
The available head of liquid is more than 5 times the height of orifice
The available head of liquid is less than 5 times the height of orifice
Less
More
Equal
Less at low temperature and more at high temperature
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
Equal to
Double
Three to four times
Five to six times
Viscosity
Osmosis
Surface tension
Cohesion
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Inertia
Gravity
Viscous
None of these
h
wh
w/h
h/w
Less than
Same as
More than
None of these
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Reynold's number
Froude's number
Weber's number
Euler's number
2.4 m
3.0 m
4.0 m
5.0 m
Elastic properties of the pipe material
Elastic properties of the liquid flowing through the pipe
Speed at which the valve is closed
All of the above
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
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
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
Increases
Decreases
Remain unaffected
Unpredictable
It is incompressible
It has uniform viscosity
It has zero viscosity
It is at rest
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Low pressure
Moderate pressure
High pressure
Atmospheric pressure
0.5
0.4
0.515
0.5
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
Kinematic viscosity in C. G. S. units
Kinematic viscosity in M. K. S. units
Dynamic viscosity in M. K. S. units
Dynamic viscosity in S. I. units
More
Less
Same
More or less depending on size of glass tube