Atmospheric pressure
Gauge pressure
Absolute pressure
None of these
A. Atmospheric pressure
Directly proportional to its distance from the centre
Inversely proportional to its distance from the centre
Directly proportional to its (distance)2 from the centre
Inversely proportional to its (distance)2 from the centre
Suction pressure
Vacuum pressure
Negative gauge pressure
All of these
0.384 Cd × L × H1/2
0.384 Cd × L × H3/2
1.71 Cd × L × H1/2
1.71 Cd × L × H3/2
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
Its vapour pressure is low
It provides suitable meniscus for the inclined tube
Its density is less
It provides longer length for a given pressure difference
2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
Same
Higher
Lower
Lower/higher depending on weight of body
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
Remains constant
Increases
Decreases
Depends upon mass of liquid
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
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
Linearly
First slowly and then steeply
First steeply and then gradually
Unpredictable
0.3 to 0.45
0.50 to 0.75
0.75 to 0.95
0.95 to 1.0
Buoyancy, gravity
Buoyancy, pressure
Buoyancy, inertial
Inertial, gravity
Viscosity
Osmosis
Surface tension
Cohesion
Head of water (h)
h²
V/T
h/2
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
Pressure in gases
Liquid discharge
Pressure in liquids
Gas velocities
Directly proportional
Inversely proportional
Square root of velocity
None of these
The nature of the liquid and the solid
The material which exists above the free surface of the liquid
Both of die above
Any one of the above
Steady flow
Unsteady flow
Laminar flow
Turbulent flow
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
(2A√H₁)/(Cd × a√2g)
(2AH₁)/(Cd × a√2g)
(2AH₁3/2)/(Cd × a√2g)
(2AH₁²)/(Cd × a√2g)
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
50 %
56.7 %
66.67 %
76.66 %
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
Incompressible
Compressible
Viscous
None of these
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
(H - hf )/H
H/(H - hf )
(H + hf )/H
H/(H + hf )