Incompressible
Compressible
Viscous
None of these
A. Incompressible
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
It has low vapour pressure
It is clearly visible
It has low surface tension
It can provide longer column due to low density
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
It is incompressible
It has uniform viscosity
It has zero viscosity
It is at rest
To control the pressure variations due to rapid changes in the pipe line flow
To eliminate water hammer possibilities
To regulate flow of water to turbines by providing necessary retarding head of water
All of the above
1
1000
100
101.9
Up-thrust
Reaction
Buoyancy
Metacentre
Maximum at the centre and minimum near the walls
Minimum at the centre and maximum near the walls
Zero at the centre and maximum near the walls
Maximum at the centre and zero near the walls
200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3
Be horizontal
Make an angle in direction of inclination of inclined plane
Make an angle in opposite direction to inclination of inclined plane
Any one of above is possible
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Equal to
Directly proportional
Inversely proportional
None of these
Steady flow
Unsteady flow
Laminar flow
Turbulent flow
400 kg/cm²
4000 kg/cm²
40 × 10⁵ kg/cm²
40 × 10⁶ kg/cm²
Metres² per sec
kg sec/metre
Newton-sec per metre
Newton-sec per metre
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
Gas law
Boyle's law
Charles law
Pascal's law
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
0.1 N-s/m2
1 N-s/m2
10 N-s/m2
100 N-s/m2
50 %
56.7 %
66.67 %
76.66 %
Incompressible
Compressible
Viscous
None of these
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 plane
Elastic
Surface tension
Viscous
Inertia
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
Has constant viscosity
Has zero viscosity
Is in compressible
None of the above
Cannot be subjected to shear forces
Always expands until it fills any container
Has the same shear stress at a point regardless of its motion
Cannot remain at rest under action of any shear force
500 kg
1000 kg
1500 kg
2000 kg
Equal to
Less than
More than
None of these
Gauge pressure + atmospheric pressure
Gauge pressure - atmospheric pressure
Atmospheric pressure - gauge pressure
Gauge pressure - vacuum pressure
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible