Bottom surface of the body
C.G. of the body
Metacentre
All points on the surface of the body
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
Specific weight
Specific volume
Specific speed
Specific gravity
p/sinα
2p/sinα
p/2sinα
2p/sin (α/2)
Crest
Nappy
Sill
Weir top
Venturimeter
Orifice plate
Hot wire anemometer
Pitot tube
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Steady flow
Uniform flow
Free vortex
Forced vortex
Absolute pressure
Velocity of fluid
Flow
Rotation
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis
Supersonics, as with projectiles and jet propulsion
Full immersion or completely enclosed flow, as with pipes, aircraft wings, nozzles etc.
Simultaneous motion through two fluids where there is a surface of discontinuity, gravity force, and wave making effects, as with ship's hulls
All of the above
Less than
More than
Equal to
None of these
10 m/sec²
9.81 m/sec²
9.75 m/sec²
9 m/sec
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
400 kg/cm²
4000 kg/cm²
40 × 10⁵ kg/cm²
40 × 10⁶ kg/cm²
Sinθ
1/Sinθ
Cosθ
1/Cosθ
(μπ²N/60t) × (R₁ - R₂)
(μπ²N/60t) × (R₁² - R₂²)
(μπ²N/60t) × (R₁³ - R₂³)
(μπ²N/60t) × (R₁⁴ - R₂⁴)
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
0.5
0.4
0.515
0.5
One stoke
One centistoke
One poise
One centipoise
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)
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation
Kinematic viscosity in C. G. S. units
Kinematic viscosity in M. K. S. units
Dynamic viscosity in M. K. S. units
Dynamic viscosity in S. I. units
Double
Four times
Eight times
Sixteen times
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
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
The liquid particles at all sections have the same velocities
The liquid particles at different sections have different velocities
The quantity of liquid flowing per second is constant
Each liquid particle has a definite path
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid