Head of water (h)
h²
V/T
h/2
C. V/T
w × Q × H
w × Q × hf
w × Q (H - hf)
w × Q (H + hf)
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
Open channel/pipe flow
Compressibility of fluids
Conservation of mass
Steady/unsteady flow
Double
Four times
Eight times
Sixteen times
Is steady
Is one dimensional
Velocity is uniform at all the cross sections
All of the above
Sum
Difference
Arithmetic mean
Geometric mean
Low density
High density
Low surface tension
High surface tension
2100
2700
10,000
21,000
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
A × M × m1/2 × i2/3
A × M × m2/3 × i1/2
A1/2 × M2/3 × m × i
A2/3 × M1/3 × m × i
0.62
0.76
0.84
0.97
Unity
Greater than unity
Greater than 2
Greater than 4
Coincides with its centre of gravity
Lies above its centre of gravity
Lies below its centre of gravity
Lies between the centre of buoyancy and centre of gravity
Pressure force
Elastic force
Surface tension force
Viscous force
Expands
Does not change
Contracts
None of these
The nature of the liquid and the solid
The material which exists above the free surface of the liquid
Both of die above
Any one of the above
0.405 + (0.003/H)
0.003 + (0.405/H)
0.405 + (H/0.003)
0.003 + (H/0.405)
Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump
Depth of channel
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
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation
l/d² = (l₁/d₁²) + (l₂/d₂²) + (l₃/d₃²)
l/d³ = (l₁/d₁³) + (l₂/d₂³) + (l₃/d₃³)
l/d⁴ = (l₁/d₁⁴) + (l₂/d₂⁴) + (l₃/d₃⁴)
l/d⁵ = (l₁/d₁⁵) + (l₂/d₂⁵) + (l₃/d₃⁵)
The fluid is non - viscous, homogeneous and incompressible
The velocity of flow is uniform over the section
The flow is continuous, steady and along the stream line
All of the above
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
Same as
Less than
More than
None of these
Steady
Unsteady
Uniform
Laminar
Mach number
Froude number
Reynoldss number
Weber's number
Remains constant
Increases
Decreases
Depends upon mass of liquid
Velocity of flow is very high
Discharge is difficult to measure
Mach number is between 1 and 6
None of these
Equal
Directly proportional
Inversely proportional
None of these