It is the best liquid
The height of barometer will be less
Its vapour pressure is so low that it may be neglected
Both (B) and (C)
D. Both (B) and (C)
Less man the vapour pressure over the plane surface
Equal to the vapour pressure over the plane surface
Greater than the vapour pressure over the plane surface
Zero
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
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
Pressure force
Elastic force
Gravity force
Viscous force
400 kg/cm²
4000 kg/cm²
40 × 10⁵ kg/cm²
40 × 10⁶ kg/cm²
Centroid of the volume of fluid vertically above the body
Centre of the volume of floating body
Center of gravity of any submerged body
Centroid of the displaced volume of fluid
Orifice
Notch
Weir
Dam
Higher
Lower
Same
None of these
w
wh
w/h
h/w
The fluid is non - viscous, homogeneous and incompressible
The velocity of flow is uniform over the section
The flow is continuous, steady and along the stream line
All of the above
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Weir
Notch
Orifice
None of these
Increases
Decreases
Remain unaffected
Unpredictable
ML°T⁻²
ML°T
ML r²
ML²T²
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
Unity
Greater than unity
Greater than 2
Greater than 4
Cohesion
Adhesion
Viscosity
Surface tension
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Frictional force
Viscosity
Surface friction
All of the above
Width of channel at the top is equal to twice the width at the bottom
Depth of channel is equal to the width at the bottom
The sloping side is equal to half the width at the top
The sloping side is equal to the width at the bottom
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Maximum
Minimum
Zero
Nonzero finite
1 : 5
1 : 2.5
1 : 25
1 : √5
Incompressible
Compressible
Viscous
None of these
Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer