Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
A. Centroid of the displaced volume of fluid
d/6
d/4
d/2
d
Comparing two identical equipments
Designing models so that the result can be converted to prototypes
Comparing similarity between design and actual equipment
Hydraulic designs
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
Steady
Unsteady
Uniform
Laminar
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Acts in the plane of the interface normal to any line in the surface
Is also known as capillarity
Is a function of the curvature of the interface
Decreases with fall in temperature
Gas law
Boyle's law
Charles law
Pascal's law
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Viscosity
Osmosis
Surface tension
Cohesion
Coincides with
Lies below
Lies above
None of these
Frictional force
Viscosity
Surface friction
All of the above
The center of gravity of the body and the metacentre
The center of gravity of the body and the center of buoyancy
The center of gravity of the body and the center of pressure
Center of buoyancy and metacentre
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
10 m/sec²
9.81 m/sec²
9.75 m/sec²
9 m/sec
2gH
H × √(2g)
2g × √H
√(2gh)
An equivalent pipe is treated as an ordinary pipe for all calculations
The length of an equivalent pipe is equal to that of a compound pipe
The discharge through an equivalent pipe is equal to that of a compound pipe
The diameter of an equivalent pipe is equal to that of a compound pipe
Notch
Weir
Mouthpiece
Nozzle
10 kg
100 kg
1000 kg
1 kg
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
0.375
0.5
0.707
0.855
Directly proportional to its distance from the centre
Inversely proportional to its distance from the centre
Directly proportional to its (distance)2 from the centre
Inversely proportional to its (distance)2 from the centre
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
Equal to
Less than
More than
None of these
One-half
One-third
Two-third
None of these
1 : 5
1 : 2.5
1 : 25
1 : √5
Surface tension
Cohesion of the liquid
Adhesion of the liquid molecules and the molecules on the surface of a solid
All of the above
Mass
Momentum
Energy
Work
Principle of conservation of mass holds
Velocity and pressure are inversely proportional
Total energy is constant throughout
The energy is constant along a streamline but may vary across streamlines