Reynold's number
Froude's number
Mach number
Euler's number
C. Mach number
Open channel/pipe flow
Compressibility of fluids
Conservation of mass
Steady/unsteady flow
Directly proportional to (radius)2
Inversely proportional to (radius)2
Directly proportional to (radius)4
Inversely proportional to (radius)4
Q = Cd × a × 2gh
Q = (2/3). Cd × a × h
Q = (Cd × a)/√(2gh)
Q = (3Cd × a)/√(2h)
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
Velocity, depth, pressure, etc. change from point to point in the fluid flow.
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Velocity of approach
Lower critical velocity
Higher critical velocity
None of these
On the surface at which resultant pressure acts
On the surface at which gravitational force acts
At which all hydraulic forces meet
Similar to metacentre
Plus
Minus
Divide
Multiply
Weight of the liquid displaced
Pressure with which the liquid is displaced
Viscosity of the liquid
Compressibility of the liquid
Equal to
One-third
Two-third
Three-fourth
(μπ²N/60t) × (R₁ - R₂)
(μπ²N/60t) × (R₁² - R₂²)
(μπ²N/60t) × (R₁³ - R₂³)
(μπ²N/60t) × (R₁⁴ - R₂⁴)
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
0° C
0° K
4° C
100° C
Less man the vapour pressure over the plane surface
Equal to the vapour pressure over the plane surface
Greater than the vapour pressure over the plane surface
Zero
Orifice
Notch
Weir
Dam
It is incompressible
It has uniform viscosity
It has zero viscosity
It is at rest
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Volumetric strain
Volumetric index
Compressibility
Adhesion
Critical point
Vena contracta
Stagnation point
None of these
2100
2700
10,000
21,000
1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
Specific weight
Specific volume
Specific speed
Specific gravity
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
0.34 times
0.67 times
0.81 times
0.95 times
Metres² per sec
kg sec/metre
Newton-sec per metre
Newton-sec per metre
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)
Reynold's number
Froude's number
Weber's number
Euler's number
Total energy per unit discharge
Total energy measured with respect to the datum passing through the bottom of the channel
Total energy measured above the horizontal datum
Kinetic energy plotted above the free surface of water
Adhesion
Cohesion
Viscosity
Compressibility
1
1000
100
101.9
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow