Tensile stress
Compressive stress
Shear stress
Bending stress
C. Shear stress
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
N-m/s
N-s/m2
m2/s
N-m
Steady flow
Uniform flow
Streamline flow
Turbulent flow
Equal to
Directly proportional
Inversely proportional
None of these
10 kg
100 kg
1000 kg
1 kg
Cylindrical shape
Convergent shape
Divergent shape
Convergent-divergent shape
Incompressible
Compressible
Viscous
None of these
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
Specific weight
Mass density
Specific gravity
None of these
Avoid interruption in the flow
Increase discharge
Increase velocity
Maintain pressure difference
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Notch
Weir
Mouthpiece
Nozzle
2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
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
tanθ = a/g
tanθ = 2 a/g
tanθ = a/2g
tanθ = a2/2g
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
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
One-dimensional flow
Two-dimensional flow
Three-dimensional flow
Four-dimensional flow
w × Q × H
w × Q × hf
w × Q (H - hf)
w × Q (H + hf)
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
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
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Inertia force
Viscous force
Gravity force
All of these
Friction loss and flow
Length and diameter
Flow and length
Friction factor and diameter
Newton's law of motion
Newton's law of viscosity
Pascal' law
Continuity equation
Pressure force
Elastic force
Gravity force
Surface tension force
Equal to
One-fourth
One-third
One-half
Increase
Remain unaffected
May increase or decrease depending on the characteristics of liquid
Decrease