Reynold's number
Froude's number
Weber's number
Euler's number
A. Reynold's number
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
An equivalent pipe is treated as an ordinary pipe for all calculations
The length of an equivalent pipe is equal to that of a compound pipe
The discharge through an equivalent pipe is equal to that of a compound pipe
The diameter of an equivalent pipe is equal to that of a compound pipe
0.83
0.6
0.4
0.3
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
Sill or crest
Nappe or vein
Orifice
None of these
0.34 times
0.67 times
0.81 times
0.95 times
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
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis
Equal to
Less than
More than
None of these
0.405 + (0.003/H)
0.003 + (0.405/H)
0.405 + (H/0.003)
0.003 + (H/0.405)
4.5 kN/m3
6 kN/m3
7.5 kN/m3
10 kN/m3
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
Coincides with its centre of gravity
Lies above its centre of gravity
Lies below its centre of gravity
Lies between the centre of buoyancy and centre of gravity
Low pressure
High pressure
Low velocity
High velocity
Surface tension of water
Compressibility of water
Capillarity of water
Viscosity of water
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
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
Capillary tube method
Orifice type viscometer
Rotating cylinder method
All of these
Steady
Unsteady
Uniform
Laminar
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Gravity, pressure and viscous
Gravity, pressure and turbulent
Pressure, viscous and turbulent
Gravity, viscous and turbulent
(2/3) Cd × b × √(2gH)
(2/3) Cd × b × √(2g) × H
(2/3) Cd × b × √(2g) × H3/2
(2/3) Cd × b × √(2g) × H2
Velocity of liquid
Pressure of liquid
Area of mouthpiece
Length of mouthpiece
Free
Partially
Full
None of these
Centre of gravity of the floating body and the centre of buoyancy
Centre of gravity of the floating body and the metacentre
Metacentre and centre of buoyancy
Original centre of buoyancy and new centre of buoyancy
Buoyancy, gravity
Buoyancy, pressure
Buoyancy, inertial
Inertial, gravity
2 metres of water column
3 metres of water column
3.5 metres of water column
4 m of water column
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid