Notch
Weir
Mouthpiece
Nozzle
C. Mouthpiece
Concave
Convex
Plane
None of these
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Inertia force
Viscous force
Gravity force
Pressure force
Fluid
Water
Gas
Ideal fluid
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
Venturimeter
Orifice plate
Nozzle
All of the above
Coincides with
Lies below
Lies above
None of these
p/sinα
2p/sinα
p/2sinα
2p/sin (α/2)
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
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
Steady flow
Turbulent flow
Vortex flow
Uniform flow
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
Steady
Streamline
Turbulent
Unsteady
Boyle's law
Archimedes principle
Pascal's law
Newton's formula
Above it
Below it
At same point
Above or below depending on area of body
Compressibility
Surface tension
Cohesion
Adhesion
Venturimeter
Orifice plate
Pitot tube
Rotameter
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
1 and 2.5
2.5 and 4
4 and 6
1 and 6
Decreases linearly with elevation
Remain constant
Varies in the same way as the density
Increases exponentially with elevation
Water surface
Center of pressure
Center of gravity
Center of buoyancy
The metacentre should lie above the center of gravity
The center of buoyancy and the center of gravity must lie on the same vertical line
A righting couple should be formed
All the above are correct
Equal to
One-third
Two-third
Three-fourth
Neutral
Stable
Unstable
None of these
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
0.001
0.01
0.1
1
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
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