2 metres of water column
3 metres of water column
3.5 metres of water column
4 m of water column
B. 3 metres of water column
Decreases
Increases
Remain same
None of these
N/m
N/m2
N/m3
N-m
Atmospheric pressure
Gauge pressure
Absolute pressure
Mean pressure
Centre of pressure
Centre of buoyancy
Metacentre
None of these
It gives maximum discharge for a given cross-sectional area and bed slope
It has minimum wetted perimeter
It involves lesser excavation for the designed amount of discharge
All of the above
The flow is steady
The flow is streamline
Size and shape of the cross section in a particular length remain constant
Size and cross section change uniformly along length
0.375
0.5
0.707
0.855
The resultant force acting on a floating body
The resultant force on a body due to the fluid surrounding it
Equal to the volume of liquid displaced
The force necessary to maintain equilibrium of a submerged body
Vertical upward force through e.g. of body and center line of body
Buoyant force and the center line of body
Midpoint between e.g. and center of buoyancy
All of the above
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
Remains constant
Increases
Decreases
Depends upon mass of liquid
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
The center of buoyancy is located at the center of gravity of the displaced liquid
For stability of a submerged body, the center of gravity of body must lie directly below the center of buoyancy
If C.G. and center of buoyancy coincide, the submerged body must lie at neutral equilibrium for all positions
All floating bodies are stable
Less than
More than
Equal
None of these
Pressure energy + kinetic energy + potential energy
Pressure energy - (kinetic energy + potential energy)
Potential energy - (pressure energy + kinetic energy
Kinetic energy - (pressure energy + potential energy)
Pressure
Velocity
Square of velocity
Cube of velocity
Newton's law of motion
Newton's law of viscosity
Pascal' law
Continuity equation
One
Two
Three
Four
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
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
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
Atmospheric pressure
Gauge pressure
Absolute pressure
None of these
Equal to
Less than
More than
None of these
Less than
More than
Equal to
None of these
Rectangular
Triangular
Trapezoidal
Circular
0.0116 stoke
0.116 stoke
0.0611 stoke
0.611 stoke
1
5
7
6