Open channel/pipe flow
Compressibility of fluids
Conservation of mass
Steady/unsteady flow
C. Conservation of mass
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
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
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
0.417 H5/2
1.417 H5/2
4.171 H5/2
7.141 H5/2
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
10-2 m2/s
10-3 m2/s
10-4 m2/s
10-6 m2/s
Double
Four times
Eight times
Sixteen times
Same
Higher
Lower
Lower/higher depending on weight of body
The center of buoyancy is located at the center of gravity of the displaced liquid
For stability of a submerged body, the center of gravity of body must lie directly below the center of buoyancy
If C.G. and center of buoyancy coincide, the submerged body must lie at neutral equilibrium for all positions
All floating bodies are stable
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
w × Q × H
w × Q × hf
w × Q (H - hf)
w × Q (H + hf)
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Cd × a × √(2gH)
Cd × a × √(2g) × H3/2
Cd × a × √(2g) × H2
Cd × a × √(2g) × H5/2
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
Zero
Minimum
Maximum
None of these
Vacuum pressure
Gauge pressure
Absolute pressure
Atmospheric pressure
The head loss for all the pipes is same
The total discharge is equal to the sum of discharges in the various pipes
The total head loss is the sum of head losses in the various pipes
Both (A) and (B)
Comparing two identical equipments
Designing models so that the result can be converted to prototypes
Comparing similarity between design and actual equipment
Hydraulic designs
Surface tension
Compressibility
Capillarity
Viscosity
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis
Friction loss and flow
Length and diameter
Flow and length
Friction factor and diameter
Inertial force and gravity
Viscous force and inertial force
Viscous force and buoyancy force
Pressure force and inertial force
100 litres
250 litres
500 litres
1000 litres
Equal to
Less than
More than
None of these
Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
Remain same
Decreases
Increases
None of these
Varies as the square of the radial distance
Increases linearly as its radial distance
Increases as the square of the radial distance
Decreases as the square of the radial distance
Effects
Does not effect
Both A and B
None of these
Remains constant
Increases
Decreases
Depends upon mass of liquid