Boyle's law
Archimedes principle
Pascal's law
Newton's formula
C. Pascal's law
(2/3) Cd × b × √(2gH)
(2/3) Cd × b × √(2g) × H
(2/3) Cd × b × √(2g) × H3/2
(2/3) Cd × b × √(2g) × H2
Total energy per unit discharge
Total energy measured with respect to the datum passing through the bottom of the channel
Total energy measured above the horizontal datum
Kinetic energy plotted above the free surface of water
Gravity, pressure and viscous
Gravity, pressure and turbulent
Pressure, viscous and turbulent
Gravity, viscous and turbulent
Increases
Decreases
Remain unaffected
Unpredictable
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
Absolute pressure
Velocity of fluid
Flow
Rotation
0.34 times
0.67 times
0.81 times
0.95 times
To control the pressure variations due to rapid changes in the pipe line flow
To eliminate water hammer possibilities
To regulate flow of water to turbines by providing necessary retarding head of water
All of the above
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
ω.r/2g
ω².r²/2g
ω.r/4g
ω².r²/4g
Remain same
Increases
Decreases
Shows erratic behaviour
Directly proportional to density of fluid
Inversely proportional to density of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to (density)1/2 of fluid
Surface tension
Compressibility
Capillarity
Viscosity
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
0.384 Cd × L × H1/2
0.384 Cd × L × H3/2
1.71 Cd × L × H1/2
1.71 Cd × L × H3/2
Unity
Greater than unity
Greater than 2
Greater than 4
Less than
More than
Equal
None of these
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
0.34 times
0.67 times
0.81 times
0.95 times
Fluids are capable of flowing
Fluids conform to the shape of the containing vessels
When in equilibrium, fluids cannot sustain tangential forces
When in equilibrium, fluids can sustain shear forces
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
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
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
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
Is steady
Is one dimensional
Velocity is uniform at all the cross sections
All of the above
Pressure force
Elastic force
Gravity force
Viscous force
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