d = (D⁵/8fl)1/2
d = (D⁵/8fl)1/3
d = (D⁵/8fl)1/4
d = (D⁵/8fl)1/5
C. d = (D⁵/8fl)1/4
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction
Measure the velocity of a flowing liquid
Measure the pressure of a flowing liquid
Measure the discharge of liquid flowing in a pipe
Measure the pressure difference of liquid flowing between two points in a pipe line
Equal to
Double
Three to four times
Five to six times
0.34 times
0.67 times
0.81 times
0.95 times
Centre of pressure
Centre of buoyancy
Metacentre
None of these
0.5 a. √2gH
0.707 a. √2gH
0.855 a. √2gH
a. √2gH
15.3 m
25.3 m
35.3 m
45.3 m
More
Less
Same
More or less depending on size of glass tube
Plus
Minus
Divide
None of these
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
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
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
One-fourth of the total supply head
One-third of the total supply head
One-half of the total supply head
Two-third of the total supply head
Pressure, velocity and temperature
Shear stress and rate of shear strain
Shear stress and velocity
Rate of shear strain and temperature
Steady flow
Unsteady flow
Laminar flow
Turbulent flow
The pressure below the nappe is atmospheric
The pressure below the nappe is negative
The pressure above the nappe is atmospheric
The pressure above the nappe is negative
Cannot be compressed
Occupy definite volume
Are not affected by change in pressure and temperature
None of the above
Equal to
One-third
Two-third
Three-fourth
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
1
1000
100
101.9
Principle of conservation of mass holds
Velocity and pressure are inversely proportional
Total energy is constant throughout
The energy is constant along a streamline but may vary across streamlines
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
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these