Sum
Different
Product
Ratio
C. Product
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
Constant
Variable
Zero
Zero under limiting conditions
Straight line
Parabolic curve
Hyperbolic curve
Elliptical
Equal to
Less than
More than
None of these
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Centre of pressure
Centre of gravity
Centre of buoyancy
Metacentre
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
w × Q × H
w × Q × hf
w × Q (H - hf)
w × Q (H + hf)
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
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.
Sum
Difference
Arithmetic mean
Geometric mean
Pressure energy + kinetic energy + potential energy
Pressure energy - (kinetic energy + potential energy)
Potential energy - (pressure energy + kinetic energy
Kinetic energy - (pressure energy + potential energy)
Linear
Parabolic
Hyperbolic
Inverse type
Internal
External
Both A and B
None of these
Velocity of liquid
Pressure of liquid
Area of mouthpiece
Length of mouthpiece
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
h
wh
w/h
h/w
25 kN/ m²
245 kN/ m²
2500 kN/m²
2.5 kN/ m²
10 m/sec²
9.81 m/sec²
9.75 m/sec²
9 m/sec
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
A × M × m1/2 × i2/3
A × M × m2/3 × i1/2
A1/2 × M2/3 × m × i
A2/3 × M1/3 × m × i
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Circular
Square
Rectangular
Trapezoidal
Reynold's number
Froude's number
Weber's number
Mach number
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid