Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
C. Remain constant
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Gas law
Boyle's law
Charles law
Pascal's law
5 mm
10 mm
20 mm
30 mm
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Adhesion
Cohesion
Viscosity
Compressibility
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction
It has low vapour pressure
It is clearly visible
It has low surface tension
It can provide longer column due to low density
Surface tension
Capillarity
Viscosity
Shear stress in fluids
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
There is no loss of energy of the liquid flowing
The velocity of flow is uniform across any cross-section of the pipe
No force except gravity acts on the fluid
All of the above
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
0.384 Cd × L × H1/2
0.384 Cd × L × H3/2
1.71 Cd × L × H1/2
1.71 Cd × L × H3/2
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
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
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
Less than
More than
Equal to
None of these
Velocity of flow is very high
Discharge is difficult to measure
Mach number is between 1 and 6
None of these
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
Surface tension of water
Compressibility of water
Capillarity of water
Viscosity of water
Remains same
Decreases
Increases
None of these
1 and 2.5
2.5 and 4
4 and 6
1 and 6
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
The area is horizontal
The area is vertical
The area is inclined
All of the above
Tensile stress
Compressive stress
Shear stress
Bending stress
Centre of gravity
Centre of depth
Centre of pressure
Centre of immersed surface
0.417 H5/2
1.417 H5/2
4.171 H5/2
7.141 H5/2
One dimensional flow
Streamline flow
Steady flow
Turbulent flow
4.1 s
5.2 s
10.4 s
14.1 s
100 litres
250 litres
500 litres
1000 litres