Critical flow
Turbulent flow
Tranquil flow
Torrential flow
C. Tranquil flow
100 litres
250 litres
500 litres
1000 litres
Constant
Variable
Zero
Zero under limiting conditions
Frictional force
Viscosity
Surface friction
All of the above
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Pascal
Poise
Stoke
Faraday
U-tube with water
Inclined U-tube
U-tube with mercury
Micro-manometer with water
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
Its depth is twice the breadth
Its breadth is twice the depth
Its depth is thrice the breadth
Its breadth is thrice the depth
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
N-m/s2
N-s/m2
Poise
Stoke
Path line
Stream line
Steak line
Potential line
Low pressure
High pressure
Low velocity
High velocity
Lift
Drag
Stagnation pressure
Bulk modulus
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
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
0° C
0° K
4° C
100° C
Reynold's number
Froude's number
Weber's number
Euler's number
Negligible
Same as buoyant force
Zero
None of the above
(8/15) Cd. 2g. H
(8/15) Cd. 2g. H3/2
(8/15) Cd. 2g. H²
(8/15) Cd. 2g. H5/2
dQ/Q = 3/2 × (dH/H)
dQ/Q = 2 × (dH/H)
dQ/Q = 5/2 × (dH/H)
dQ/Q = 3 × (dH/H)
There is no loss of energy of the liquid flowing
The velocity of flow is uniform across any cross-section of the pipe
No force except gravity acts on the fluid
All of the above
Energy
Work
Mass
Length
Law of gravitation
Archimedes principle
Principle of buoyancy
All of the above
0.375
0.5
0.707
0.855
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
Absolute pressure
Velocity of fluid
Flow
Rotation
When its meatcentric height is zero
When the metacentre is above C.G.
When its e.g. is below its center of buoyancy
Metacentre has nothing to do with position of e.g. for determining stability
Viscosity of a fluid is that property which determines the amount of its resistance to a shearing force
Viscosity is due primarily to interaction between fluid molecules
Viscosity of liquids decreases with increase in temperature
Viscosity of liquids is appreciably affected by change in pressure
0.34 times
0.67 times
0.81 times
0.95 times
Pressure
Discharge
Velocity
Volume