Surface tension of water
Compressibility of water
Capillarity of water
Viscosity of water
A. Surface tension of water
Pascal
Poise
Stoke
Faraday
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
Higher
Lower
Same
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
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
100 cm3
250 cm3
500 cm3
1000 cm3
Pressure
Flow
Velocity
Discharge
K.ρ
K/ρ
ρ/K
None of these
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
In a compressible flow, the volume of the flowing liquid changes during the flow
A flow, in which the volume of the flowing liquid does not change, is called incompressible flow
When the particles rotate about their own axes while flowing, the flow is said to be rotational flow
All of the above
dp/ρ + g.dz + v.dv = 0
dp/ρ - g.dz + v.dv = 0
ρ.dp + g.dz + v.dv = 0
ρ.dp - g.dz + v.dv = 0
Are viscous
Possess surface tension
Are compressible
Possess all the above properties
ω.r/2g
ω².r²/2g
ω.r/4g
ω².r²/4g
Equal to
Less than
More than
None of these
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
Planes of the body are completely smooth
Space around the body is completely filled with the fluid
Fluid particles do not exert any influence on one another
All of the above
Sill or crest
Nappe or vein
Orifice
None of these
0.5 a. √2gH
0.707 a. √2gH
0.855 a. √2gH
a. √2gH
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
One dimensional flow
Streamline flow
Steady flow
Turbulent flow
Crest
Nappy
Sill
Weir top
Gas law
Boyle's law
Charles law
Pascal's law
Newton's law of motion
Newton's law of viscosity
Pascal' law
Continuity equation
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
wH
wH/2
wH2/2
wH2/3
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
500 kg
1000 kg
1500 kg
2000 kg
Kinematic viscosity in C. G. S. units
Kinematic viscosity in M. K. S. units
Dynamic viscosity in M. K. S. units
Dynamic viscosity in S. I. units