Bourdon tube
Pirani Gauge
Micro-manometer
Lonisation gauge
D. Lonisation gauge
N-m/s2
N-s/m2
Poise
Stoke
Centroid of the volume of fluid vertically above the body
Centre of the volume of floating body
Center of gravity of any submerged body
Centroid of the displaced volume of fluid
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
Cohesion
Adhesion
Viscosity
Surface tension
dQ/Q = 3/2 × (dH/H)
dQ/Q = 2 × (dH/H)
dQ/Q = 5/2 × (dH/H)
dQ/Q = 3 × (dH/H)
Less than unity
Unity
Between 1 and 6
More than 6
Actual velocity of jet at vena-contracta to the theoretical velocity
Area of jet at vena-contracta to the area of orifice
Loss of head in the orifice to the head of water available at the exit of the orifice
Actual discharge through an orifice to the theoretical discharge
Measure the velocity of a flowing liquid
Measure the pressure of a flowing liquid
Measure the discharge of liquid flowing in a pipe
Measure the pressure difference of liquid flowing between two points in a pipe line
Decreases
Increases
Remain same
None of these
Ratio of absolute viscosity to the density of the liquid
Ratio of density of the liquid to the absolute viscosity
Product of absolute viscosity and density of the liquid
Product of absolute viscosity and mass of the liquid
Double
Four times
Eight times
Sixteen times
Dynamic viscosity/density
Dynamic viscosity × density
Density/dynamic viscosity
1/dynamic viscosity × density
1 Pa
91 Pa
981 Pa
9810 Pa
Steady flow
Unsteady flow
Laminar flow
Uniform flow
Gauge pressure + atmospheric pressure
Gauge pressure - atmospheric pressure
Atmospheric pressure - gauge pressure
Gauge pressure - vacuum pressure
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
(2/3) Cd × L.√2g [H1 - Ha]
(2/3) Cd × L. √2g [H1 3/2 - Ha 3/2]
(2/3) Cd × L.√2g [H1 2 - Ha 2]
(2/3) Cd × L. √2g [H1 5/2 - Ha 5/2]
Unity
Greater than unity
Greater than 2
Greater than 4
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
wA
wx
wAx
wAx/sinθ
One
Two
Three
Four
Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer
Boyle's law
Archimedes principle
Pascal's law
Newton's formula
Triangular
Rectangular
Square
Trapezoidal
Velocity of approach
Lower critical velocity
Higher critical velocity
None of these
Surface tension force
Viscous force
Gravity force
Elastic force
Steady flow
Unsteady flow
Laminar flow
Turbulent flow