U-tube with water
Inclined U-tube
U-tube with mercury
Micro-manometer with water
D. Micro-manometer with water
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
1000 kg
4000 kg
2000 kg
8000 kg
There is excessive leakage in the pipe
The pipe bursts under high pressure of fluid
The flow of fluid through the pipe is suddenly brought to rest by closing of the valve
The flow of fluid through the pipe is gradually brought to rest by closing of the valve
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
Supersonics, as with projectile 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 forces, and wave making effect, as with ship's hulls
All of the above
Mach number
Froude number
Reynolds number
Weber's number
Maximum
Minimum
Zero
Nonzero finite
Vacuum pressure
Gauge pressure
Absolute pressure
Atmospheric pressure
Pressure
Flow
Velocity
Discharge
Are viscous
Possess surface tension
Are compressible
Possess all the above properties
Coincides with
Lies below
Lies above
None of these
wA
wx
wAx
wA/x
Gravitational force is equal to the up-thrust of the liquid
Gravitational force is less than the up-thrust of the liquid
Gravitational force is more than the up-thrust of the liquid
None of the above
2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
N/m
N/m2
N/m3
N-m
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
Narrow-crested weir
Broad-crested weir
Ogee weir
Submerged weir
Equal to
Less than
More than
None of these
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
25 kN/ m²
245 kN/ m²
2500 kN/m²
2.5 kN/ m²
Critical point
Vena contracta
Stagnation point
None of these
Dissolved air
Dissolved salt
Suspended matter
All of the above
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
The liquid particles at all sections have the same velocities
The liquid particles at different sections have different velocities
The quantity of liquid flowing per second is constant
Each liquid particle has a definite path
ω.r/2g
ω².r²/2g
ω.r/4g
ω².r²/4g
It is easier to see through the glass tube
Glass tube is cheaper than a metallic tube
It is not possible to conduct this experiment with any other tube
All of the above
Lift
Drag
Stagnation pressure
Bulk modulus
Same as
Less than
More than
None of these
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points