Surface tension
Adhesion
Cohesion
Viscosity
D. Viscosity
The head loss for all the pipes is same
The total discharge is equal to the sum of discharges in the various pipes
The total head loss is the sum of head losses in the various pipes
Both (A) and (B)
Directly proportional
Inversely proportional
Square root of velocity
None of these
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
0° C
0° K
4° C
100° C
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
Same
Higher
Lower
Lower/higher depending on weight of body
Newton-sec/m
Newton-m/sec
Newton/m
Newton
Steady flow
Unsteady flow
Laminar flow
Uniform flow
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
Equal to
Less than
More than
None of these
Comparing two identical equipments
Designing models so that the result can be converted to prototypes
Comparing similarity between design and actual equipment
Hydraulic designs
(2/3) Cd × b × √(2gH)
(2/3) Cd × b × √(2g) × H
(2/3) Cd × b × √(2g) × H3/2
(2/3) Cd × b × √(2g) × H2
Less than
More than
Equal to
None of these
Reynold's number
Froude's number
Weber's number
Euler's number
Supersonics, as with projectile and jet propulsion
Full immersion or completely enclosed flow, as with pipes, aircraft wings, nozzles etc.
Simultaneous motion through two fluids where there is a surface of discontinuity, gravity forces, and wave making effect, as with ship's hulls
All of the above
Pressure force
Elastic force
Surface tension force
Viscous force
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
Energy
Work
Mass
Length
Internal
External
Both A and B
None of these
Pressure
Velocity
Square of velocity
Cube of velocity
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Cohesion
Adhesion
Viscosity
Surface tension
Pressure in gases
Liquid discharge
Pressure in liquids
Gas velocities
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
Its depth is twice the breadth
Its breadth is twice the depth
Its depth is thrice the breadth
Its breadth is thrice the depth
Negligible
Same as buoyant force
Zero
None of the above
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
Plus
Minus
Divide
Multiply
Same as
Lower than
Higher than
None of these
Less than twice
More than twice
Less than three times
More than three times