Viscosity of a fluid is that property which determines the amount of its resistance to a shearing force
Viscosity is due primarily to interaction between fluid molecules
Viscosity of liquids decreases with increase in temperature
Viscosity of liquids is appreciably affected by change in pressure
D. Viscosity of liquids is appreciably affected by change in pressure
Shear stress to shear strain
Increase in volume to the viscosity of fluid
Increase in pressure to the volumetric strain
Critical velocity to the viscosity of fluid
Up-thrust
Buoyancy
Center of pressure
All the above are correct
Less than twice
More than twice
Less than three times
More than three times
100 cm3
250 cm3
500 cm3
1000 cm3
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
Frictional force
Viscosity
Surface friction
All of the above
Directly
Inversely
Both A and B
None of these
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
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Increase
Decrease
Remain same
Increase/decrease depending on depth of immersion
Linearly
First slowly and then steeply
First steeply and then gradually
Unpredictable
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
A × M × m1/2 × i2/3
A × M × m2/3 × i1/2
A1/2 × M2/3 × m × i
A2/3 × M1/3 × m × i
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
0.855 a.√(2gH)
1.855 aH.√(2g)
1.585 a.√(2gH)
5.85 aH.√(2g)
Triangular
Rectangular
Square
Trapezoidal
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
At the centre of gravity
Above the centre of gravity
Below be centre of gravity
Could be above or below e.g. depending on density of body and liquid
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
Sum
Different
Product
Ratio
One-half
One-third
Two-third
None of these
Smooth and streamline flow
Laminar flow
Steady flow
Highly turbulent flow
Directly proportional
Inversely proportional
Square root of velocity
None of these
On the surface at which resultant pressure acts
On the surface at which gravitational force acts
At which all hydraulic forces meet
Similar to metacentre
Free
Partially
Full
None of these
Neutral equilibrium
Stable equilibrium
Unstable equilibrium
None of these
Bottom surface of the body
C.G. of the body
Metacentre
All points on the surface of the body