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
A. Velocity of flow at the required point in a pipe
2.4 m above the hydraulic gradient
6.4 m above the hydraulic gradient
10.0 m above the hydraulic gradient
5.0 above the hydraulic gradient
A compressible
An incompressible
Both A and B
None of these
2.4 m
3.0 m
4.0 m
5.0 m
Be horizontal
Make an angle in direction of inclination of inclined plane
Make an angle in opposite direction to inclination of inclined plane
Any one of above is possible
Viscosity
Osmosis
Surface tension
Cohesion
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
Adhesion
Cohesion
Surface tension
Viscosity
One-half
One-third
Two-third
None of these
Increase
Decrease
Remain same
Increase/decrease depending on depth of immersion
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
Double
Four times
Eight times
Sixteen times
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Venturimeter
Orifice meter
Pitot tube
All of these
Neutral
Stable
Unstable
None of these
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
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
Pressure
Distance
Density
Flow
High velocity
High pressure
Weak material
Low pressure
N/m
N/m2
N/m3
N-m
Directly
Inversely
Both A and B
None of these
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Does not change
Decreases
Increases
None of these
1000 N/m3
10000 N/m3
9.81 × 103 N/m3
9.81 × 10⁶ N/m3
Surface tension
Viscosity
Friction
Cohesion
Straight line
Parabolic curve
Hyperbolic curve
Elliptical
Less than twice
More than twice
Less than three times
More than three times
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
Mass
Momentum
Energy
Work
Volumetric strain
Volumetric index
Compressibility
Adhesion
Equal to
Double
Three to four times
Five to six times