Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
D. Difference of pressures between two points in a pipe
Adhesion
Cohesion
Surface tension
Viscosity
Energy/unit area
Velocity/unit area
Both of the above
It has no units
2 metres of water column
3 metres of water column
3.5 metres of water column
4 m of water column
Remain unaffected
Increases
Decreases
None of these
Pressure
Distance
Density
Flow
Comparing two identical equipments
Designing models so that the result can be converted to prototypes
Comparing similarity between design and actual equipment
Hydraulic designs
(2A√H₁)/(Cd × a√2g)
(2AH₁)/(Cd × a√2g)
(2AH₁3/2)/(Cd × a√2g)
(2AH₁²)/(Cd × a√2g)
Weber's number is the ratio of inertia force to elastic force.
Weber's number is the ratio of gravity force to surface tension force.
Weber's number is the ratio of viscous force to pressure force.
Weber's number is the ratio of inertia force to surface tension force.
100 cm3
250 cm3
500 cm3
1000 cm3
Directly proportional to density of fluid
Inversely proportional to density of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to (density)1/2 of fluid
200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3
Decreases
Increases
Remain same
None of these
The metal piece will simply float over the mercury
The metal piece will be immersed in mercury by half
Whole of the metal piece will be immersed with its top surface just at mercury level
Metal piece will sink to the bottom
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Friction loss and flow
Length and diameter
Flow and length
Friction factor and diameter
15.3 m
25.3 m
35.3 m
45.3 m
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
Half the depth
Half the breadth
Twice the depth
Twice the breadth
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible
3.53 kN
33.3 kN
35.3 kN
None of these
Has constant viscosity
Has zero viscosity
Is in compressible
None of the above
Constant
Variable
Zero
Zero under limiting conditions
Maximum
Minimum
Zero
Nonzero and finite
Horizontal line
Inclined line with flow upwards
Inclined line with flow downwards
Any direction and in any location
Meta centre should be above e.g.
Centre of buoyancy and e.g. must lie on same vertical plane
A righting couple should be formed
All of the above
Boyle's law
Archimedes principle
Pascal's law
Newton's formula
Mach number
Froude number
Reynolds number
Weber's number
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
0.001
0.01
0.1
1