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
B. The pressure below the nappe is negative
Equal to
Directly proportional
Inversely proportional
None of these
wH/2
wH
wH2/2
wH2/4
Does not change
Increases
Decreases
None of these
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
High velocity
High pressure
Weak material
Low pressure
Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Equal to
One-third
Two-third
Three-fourth
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer
At
Above
Below
None of these
Pressure
Flow
Shape
Volume
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
Path line
Stream line
Steak line
Potential line
Higher
Lower
Same
Higher/lower depending on temperature
v₁²/2g
v₂²/2g
0.5 v₁²/2g
0.375 v₂²/2g
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Boyle's law
Archimedes principle
Pascal's law
Newton's formula
Specific weight
Mass density
Specific gravity
None of these
At the inlet
At the outlet
At the summit
At any point between inlet and outlet
Increases
Decreases
Remain unaffected
Unpredictable
Equal to
One-half
Three fourth
Double
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
(bd²/12) + x
(d²/12 x) + x
b²/12 + x
d²/12 + x
Energy
Work
Mass
Length
3.53 kN
33.3 kN
35.3 kN
None of these
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
Free
Partially
Full
None of these
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion