At normal pressure of 760 mm
At 4°C temperature
At mean sea level
All the above
D. All the above
Equal to
Directly proportional
Inversely proportional
None of these
Neutral
Stable
Unstable
None of these
Surface tension
Coefficient of viscosity
Viscosity
Osmosis
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
Negligible
Same as buoyant force
Zero
None of the above
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
Cohesion
Adhesion
Viscosity
Surface tension
Triangular
Rectangular
Square
Trapezoidal
Reynold's number
Froude's number
Weber's number
Euler's number
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
Supersonics, as with projectiles and jet propulsion
Full immersion or completely enclosed flow, as with pipes, aircraft wings, nozzles etc.
Simultaneous motion through two fluids where there is a surface of discontinuity, gravity force, and wave making effects, as with ship's hulls
All of the above
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
0.417 H5/2
1.417 H5/2
4.171 H5/2
7.141 H5/2
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
Higher surface tension
Lower surface tension
Surface tension is no criterion
High density and viscosity
Sinθ
1/Sinθ
Cosθ
1/Cosθ
Wake
Drag
Lift
Boundary layer
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Directly proportional to (radius)2
Inversely proportional to (radius)2
Directly proportional to (radius)4
Inversely proportional to (radius)4
Maximum
Minimum
Zero
Nonzero and finite
Equal to
One-fourth
One-third
One-half
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Any weight, floating or immersed in a liquid, is acted upon by a buoyant force
Buoyant force is equal to the weight of the liquid displaced
The point through which buoyant force acts, is called the center of buoyancy
Center of buoyancy is located above the center of gravity of the displaced liquid
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
2.4 m
3.0 m
4.0 m
5.0 m
Expands
Does not change
Contracts
None of these