Avoid interruption in the flow
Increase discharge
Increase velocity
Maintain pressure difference
A. Avoid interruption in the flow
Specific viscosity
Viscosity index
Kinematic viscosity
Coefficient of viscosity
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
The resultant force acting on a floating body
The resultant force on a body due to the fluid surrounding it
Equal to the volume of liquid displaced
The force necessary to maintain equilibrium of a submerged body
H/3
H/2
2H/3
3H/4
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Cylindrical shape
Convergent shape
Divergent shape
Convergent-divergent shape
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
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Surface tension
Compressibility
Capillarity
Viscosity
Specific gravity = gravity × density
Dynamic viscosity = kinematic viscosity × density
Gravity = specific gravity × density
Kinematic viscosity = dynamic viscosity × density
0.8
1
1.2
1.6
(2/3) Cd × L.√2g [H1 - Ha]
(2/3) Cd × L. √2g [H1 3/2 - Ha 3/2]
(2/3) Cd × L.√2g [H1 2 - Ha 2]
(2/3) Cd × L. √2g [H1 5/2 - Ha 5/2]
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Equal to
One-fourth
One-third
One-half
Centroid of the volume of fluid vertically above the body
Centre of the volume of floating body
Center of gravity of any submerged body
Centroid of the displaced volume of fluid
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
Cohesion
Adhesion
Viscosity
Surface tension
Supersonics, as with projectiles 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 force, and wave making effects, as with ship's hulls
All of the above
Remains constant
Increases
Decreases
Depends upon mass of liquid
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
Velocity of flow at the required point in a pipe
Pressure difference between two points in a pipe
Total pressure of liquid flowing in a pipe
Discharge through a pipe
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
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
Same as
Less than
More than
None of these
Venturimeter
Orifice meter
Pitot tube
All of these
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
Plus
Minus
Divide
Multiply
Specific weight
Specific volume
Specific speed
Specific gravity
The flow is steady
The flow is streamline
Size and shape of the cross section in a particular length remain constant
Size and cross section change uniformly along length