It is easier to see through the glass tube
Glass tube is cheaper than a metallic tube
It is not possible to conduct this experiment with any other tube
All of the above
A. It is easier to see through the glass tube
Same as
Lower than
Higher than
None of these
Resultant force acting on a floating body
Equal to the volume of liquid displaced
Force necessary to keep a body in equilibrium
The resultant force on a body due to the fluid surrounding it
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation
1 %
1.5 %
2 %
2.5 %
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3
Specific weight
Specific mass
Specific gravity
Specific density
A flow whose streamline is represented by a curve is called two dimensional flow.
The total energy of a liquid particle is the sum of potential energy, kinetic energy and pressure energy.
The length of divergent portion in a Venturimeter is equal to the convergent portion.
A pitot tube is used to measure the velocity of flow at the required point in a pipe.
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
Higher
Lower
Same
Higher/lower depending on temperature
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
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each pleasure
Sill or crest
Nappe or vein
Orifice
None of these
The area is horizontal
The area is vertical
The area is inclined
All of the above
In a compressible flow, the volume of the flowing liquid changes during the flow
A flow, in which the volume of the flowing liquid does not change, is called incompressible flow
When the particles rotate about their own axes while flowing, the flow is said to be rotational flow
All of the above
Viscosity
Air resistance
Surface tension forces
Atmospheric pressure
Specific weight
Mass density
Specific gravity
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
Low pressure
High pressure
Low velocity
High velocity
9,000 kg
13,500 kg
18,000 kg
27,000 kg
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
Less than
More than
Equal to
None of these
The bodies A and B have equal stability
The body A is more stable than body B
The body B is more stable than body A
The bodies A and B are unstable
0.405 + (0.003/H)
0.003 + (0.405/H)
0.405 + (H/0.003)
0.003 + (H/0.405)
wH/2
wH
wH2/2
wH2/4
Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump
Depth of channel
It is incompressible
It has uniform viscosity
It has zero viscosity
It is at rest
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable
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
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
Metres² per sec
kg sec/metre
Newton-sec per metre
Newton-sec per metre