Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
D. Any direction and in any location
Elastic properties of the pipe material
Elastic properties of the liquid flowing through the pipe
Speed at which the valve is closed
All of the above
Velocity of flow at the required point in a pipe
Pressure difference between two points in a pipe
Total pressure of liquid flowing in a pipe
Discharge through a pipe
N-m/s2
N-s/m2
Poise
Stoke
Steady flow
Uniform flow
Free vortex
Forced vortex
H/3
H/2
2H/3
3H/4
19.24 kPa
29.24 kPa
39.24 kPa
49.24 kPa
Pascal
Poise
Stoke
Faraday
μ π³ N² R² /1800 t
μ π³ N² R⁴ /1800 t
μ π³ N² R² /3600 t
μ π³ N² R⁴ /3600 t
One-dimensional flow
Two-dimensional flow
Three-dimensional flow
Four-dimensional flow
Directly proportional to (radius)2
Inversely proportional to (radius)2
Directly proportional to (radius)4
Inversely proportional to (radius)4
K.ρ
K/ρ
ρ/K
None of these
100 cm3
250 cm3
500 cm3
1000 cm3
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
It is incompressible
It has uniform viscosity
It has zero viscosity
It is at rest
Orifice
Notch
Weir
Dam
Pressure force
Elastic force
Gravity force
Viscous force
Shear stress to shear strain
Increase in volume to the viscosity of fluid
Increase in pressure to the volumetric strain
Critical velocity to the viscosity of fluid
Pressure
Velocity
Square of velocity
Cube of velocity
(μπ²N/60t) × (R₁ - R₂)
(μπ²N/60t) × (R₁² - R₂²)
(μπ²N/60t) × (R₁³ - R₂³)
(μπ²N/60t) × (R₁⁴ - R₂⁴)
A flow whose streamline is represented by a curve is called two dimensional flow.
The total energy of a liquid particle is the sum of potential energy, kinetic energy and pressure energy.
The length of divergent portion in a Venturimeter is equal to the convergent portion.
A pitot tube is used to measure the velocity of flow at the required point in a pipe.
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
Minimum
Maximum
Zero
Could be any value
ω.r/2g
ω².r²/2g
ω.r/4g
ω².r²/4g
25 kN/ m²
245 kN/ m²
2500 kN/m²
2.5 kN/ m²
1/16 to 1/8
1/8 to 1/4
1/4 to 1/3
1/3 to 1/2
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
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
The liquid particles at all sections have the same velocities
The liquid particles at different sections have different velocities
The quantity of liquid flowing per second is constant
Each liquid particle has a definite path
9,000 kg
13,500 kg
18,000 kg
27,000 kg
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow