Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
D. Only normal stresses can exist
The liquid particles at all sections have the same velocities
The liquid particles at different sections have different velocities
The quantity of liquid flowing per second is constant
Each liquid particle has a definite path
Energy/unit area
Velocity/unit area
Both of the above
It has no units
The center of buoyancy is located at the center of gravity of the displaced liquid
For stability of a submerged body, the center of gravity of body must lie directly below the center of buoyancy
If C.G. and center of buoyancy coincide, the submerged body must lie at neutral equilibrium for all positions
All floating bodies are stable
Volumetric strain
Volumetric index
Compressibility
Adhesion
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
Venturimeter
Orifice meter
Pitot tube
All of these
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Velocity of liquid
Pressure of liquid
Area of mouthpiece
Length of mouthpiece
Remains constant
Increases
Decreases
Depends upon mass of liquid
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
Newton's law of motion
Newton's law of viscosity
Pascal' law
Continuity equation
Surface tension
Viscosity
Friction
Cohesion
Sill or crest
Nappe or vein
Orifice
None of these
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
Ratio of inertial force to force due to viscosity
Ratio of inertial force to force due to gravitation
Ratio of inertial force to force due to surface tension
All the four ratios of inertial force to force due to viscosity, gravitation, surface tension, and elasticity
Friction loss and flow
Length and diameter
Flow and length
Friction factor and diameter
Cohesion
Adhesion
Viscosity
Surface tension
Any weight, floating or immersed in a liquid, is acted upon by a buoyant force
Buoyant force is equal to the weight of the liquid displaced
The point through which buoyant force acts, is called the center of buoyancy
Center of buoyancy is located above the center of gravity of the displaced liquid
The pressure below the nappe is atmospheric
The pressure below the nappe is negative
The pressure above the nappe is atmospheric
The pressure above the nappe is negative
Has the dimensions of 1/pressure
Increases with pressure
Is large when fluid is more compressible
Is independent of pressure and viscosity
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable
Inertia
Gravity
Viscous
None of these
Centre of gravity
Centre of depth
Centre of pressure
Centre of immersed surface
Decreases
Increases
Remain same
None of these
Newton-sec/m
Newton-m/sec
Newton/m
Newton
10-2 m2/s
10-3 m2/s
10-4 m2/s
10-6 m2/s
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
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