1000 N/m3
10000 N/m3
9.81 × 103 N/m3
9.81 × 10⁶ N/m3
C. 9.81 × 103 N/m3
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Parallel to central axis flow
Parallel to outer surface of pipe
Of equal velocity in a flow
Along which the pressure drop is uniform
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
Less than
More than
Equal to
None of these
Dissolved air
Dissolved salt
Suspended matter
All of the above
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
1
5
7
6
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Tensile stress
Compressive stress
Shear stress
Bending stress
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
Equal to
One-third
Two-third
Three-fourth
It has low vapour pressure
It is clearly visible
It has low surface tension
It can provide longer column due to low density
Steady flow
Unsteady flow
Laminar flow
Turbulent flow
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction
Neutral equilibrium
Stable equilibrium
Unstable equilibrium
None of these
Sill or crest
Nappe or vein
Orifice
None of these
Cohesion
Adhesion
Viscosity
Surface tension
h
wh
w/h
h/w
4μvl/wd²
8μvl/wd²
16μvl/wd²
32μvl/wd²
Bourdon tube
Pirani Gauge
Micro-manometer
Lonisation gauge
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Specific gravity = gravity × density
Dynamic viscosity = kinematic viscosity × density
Gravity = specific gravity × density
Kinematic viscosity = dynamic viscosity × density
Equal to
Less than
More than
None of these
At
Above
Below
None of these
U-tube with water
Inclined U-tube
U-tube with mercury
Micro-manometer with water
An equivalent pipe is treated as an ordinary pipe for all calculations
The length of an equivalent pipe is equal to that of a compound pipe
The discharge through an equivalent pipe is equal to that of a compound pipe
The diameter of an equivalent pipe is equal to that of a compound pipe
Does not change
Decreases
Increases
None of these
Newton's law of motion
Newton's law of viscosity
Pascal' law
Continuity equation
Internal
External
Both A and B
None of these
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above