Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump
Depth of channel
C. Hydraulic jump
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
2.89 kN
8.29 kN
9.28 kN
28.9 kN
Maximum at the centre and minimum near the walls
Minimum at the centre and maximum near the walls
Zero at the centre and maximum near the walls
Maximum at the centre and zero near the walls
Crest
Nappy
Sill
Weir top
Equal
Directly proportional
Inversely proportional
None of these
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction
Above it
Below it
At same point
Above or below depending on area of body
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
Has constant viscosity
Has zero viscosity
Is in compressible
None of the above
9.81 kN/m3
9.81 × 103 N/m3
9.81 × 10-6 N/mm3
Any one of these
Up-thrust
Buoyancy
Center of pressure
All the above are correct
Gas law
Boyle's law
Charles law
Pascal's law
Low density
High density
Low surface tension
High surface tension
Velocity of liquid
Pressure of liquid
Area of mouthpiece
Length of mouthpiece
Weight of the liquid displaced
Pressure with which the liquid is displaced
Viscosity of the liquid
Compressibility of the liquid
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.
0.34 times
0.67 times
0.81 times
0.95 times
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
0.62
0.76
0.84
0.97
The pressure at any location reaches an absolute pressure equal to the saturated vapour pressure of the liquid
Pressure becomes more than critical pressure
Flow is increased
Pressure is increased
Less than
More than
Equal
None of these
Pressure force
Elastic force
Gravity force
Viscous force
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 plane
Specific weight
Mass density
Specific gravity
None of these
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
The size of orifice is large
The velocity of flow is large
The available head of liquid is more than 5 times the height of orifice
The available head of liquid is less than 5 times the height of orifice
U-tube with water
Inclined U-tube
U-tube with mercury
Micro-manometer with water
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Incompressible
Compressible
Viscous
None of these