Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
A. Shear stress and the rate of angular distortion
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
Its vapour pressure is low
It provides suitable meniscus for the inclined tube
Its density is less
It provides longer length for a given pressure difference
5 mm
10 mm
20 mm
30 mm
Specific weight
Mass density
Specific gravity
None of these
100 cm3
250 cm3
500 cm3
1000 cm3
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
(2A√H₁)/(Cd × a√2g)
(2AH₁)/(Cd × a√2g)
(2AH₁3/2)/(Cd × a√2g)
(2AH₁²)/(Cd × a√2g)
Newton's law of motion
Newton's law of viscosity
Pascal' law
Continuity equation
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
0° C
0° K
4° C
100° C
d = (D⁵/8fl)1/2
d = (D⁵/8fl)1/3
d = (D⁵/8fl)1/4
d = (D⁵/8fl)1/5
Coincides with its centre of gravity
Lies above its centre of gravity
Lies below its centre of gravity
Lies between the centre of buoyancy and centre of gravity
Directly proportional to its distance from the centre
Inversely proportional to its distance from the centre
Directly proportional to its (distance)2 from the centre
Inversely proportional to its (distance)2 from the centre
Weber's number is the ratio of inertia force to elastic force.
Weber's number is the ratio of gravity force to surface tension force.
Weber's number is the ratio of viscous force to pressure force.
Weber's number is the ratio of inertia force to surface tension force.
The pressure at any location reaches an absolute pressure equal to the saturated vapour pressure of the liquid
Pressure becomes more than critical pressure
Flow is increased
Pressure is increased
Has the dimensions of 1/pressure
Increases with pressure
Is large when fluid is more compressible
Is independent of pressure and viscosity
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
Pressure, velocity and temperature
Shear stress and rate of shear strain
Shear stress and velocity
Rate of shear strain and temperature
Equal to
Double
Three to four times
Five to six times
4wd/σ cosα
σ cosα/4wd
4σ cosα/wd
wd/4σ cosα
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Venturimeter
Orifice meter
Pitot tube
All of these
10-2 m2/s
10-3 m2/s
10-4 m2/s
10-6 m2/s
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible
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
Linear
Parabolic
Hyperbolic
Inverse type
Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump
Depth of channel
Less than
More than
Equal to
None of these
Specific weight
Mass density
Specific gravity
None of these