Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
A. Specific gravity of liquids
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
One-dimensional flow
Two-dimensional flow
Three-dimensional flow
Four-dimensional flow
Capillary tube method
Orifice type viscometer
Rotating cylinder method
All of these
Q = (2/3) Cd × b × √(2g) × (H2 - H1)
Q = (2/3) Cd × b × √(2g) × (H2 1/2 - H1 1/2)
Q = (2/3) Cd × b × √(2g) × (H2 3/2 - H1 3/2)
Q = (2/3) Cd × b × √(2g) × (H2 2 - H1 2)
The center of gravity of the body and the metacentre
The center of gravity of the body and the center of buoyancy
The center of gravity of the body and the center of pressure
Center of buoyancy and metacentre
N-m/s
N-s/m2
m2/s
N-m
Less than
Same as
More than
None of these
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
Less than
More than
Equal to
None of these
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
100 litres
250 litres
500 litres
1000 litres
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
1000 kg
4000 kg
2000 kg
8000 kg
Same as
Less than
More than
None of these
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
Pressure, velocity and temperature
Shear stress and rate of shear strain
Shear stress and velocity
Rate of shear strain and temperature
Velocity of approach
Lower critical velocity
Higher critical velocity
None of these
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Less than 2000
Between 2000 and 2800
More than 2800
None of these
Orifice
Notch
Weir
Dam
wH
wH/2
wH2/2
wH2/3
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
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
It is the best liquid
The height of barometer will be less
Its vapour pressure is so low that it may be neglected
Both (B) and (C)
Area of flow and wetted perimeter
Wetted perimeter and diameter of pipe
Velocity of flow and area of flow
None of these
Volumetric strain
Volumetric index
Compressibility
Adhesion
Gauge pressure + atmospheric pressure
Gauge pressure - atmospheric pressure
Atmospheric pressure - gauge pressure
Gauge pressure - vacuum pressure
Same as
Lower than
Higher than
None of these
At the Centroid
Above the Centroid
Below the Centroid
At metacentre