Only when the fluid is frictionless
Only when the fluid is incompressible and has zero viscosity
When there is no motion of one fluid layer relative to an adjacent layer
Irrespective of the motion of one fluid layer relative to an adjacent layer
C. When there is no motion of one fluid layer relative to an adjacent layer
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
An equivalent pipe is treated as an ordinary pipe for all calculations
The length of an equivalent pipe is equal to that of a compound pipe
The discharge through an equivalent pipe is equal to that of a compound pipe
The diameter of an equivalent pipe is equal to that of a compound pipe
0.384 Cd × L × H1/2
0.384 Cd × L × H3/2
1.71 Cd × L × H1/2
1.71 Cd × L × H3/2
1
1000
100
101.9
Increases
Decreases
Remain unaffected
Unpredictable
p = T × r
p = T/r
p = T/2r
p = 2T/r
Steady flow
Uniform flow
Free vortex
Forced vortex
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Adhesion
Cohesion
Viscosity
Compressibility
Pascal
Poise
Stoke
Faraday
Absolute pressure
Velocity of fluid
Flow
Rotation
Cylindrical shape
Convergent shape
Divergent shape
Convergent-divergent shape
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
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
Remain same
Decreases
Increases
None of these
Adhesion
Cohesion
Surface tension
Viscosity
Capillary tube method
Orifice type viscometer
Rotating cylinder method
All of these
Higher
Lower
Same as
None of these
Gravity, pressure and viscous
Gravity, pressure and turbulent
Pressure, viscous and turbulent
Gravity, viscous and turbulent
Vacuum pressure
Gauge pressure
Absolute pressure
Atmospheric pressure
Reynold's number
Froude's number
Weber's number
Euler's number
One-dimensional flow
Two-dimensional flow
Three-dimensional flow
Four-dimensional flow
Critical point
Vena contracta
Stagnation point
None of these
ML°T⁻²
ML°T
ML r²
ML²T²
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
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
Vertical upward force through e.g. of body and center line of body
Buoyant force and the center line of body
Midpoint between e.g. and center of buoyancy
All of the above
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
Double
Four times
Eight times
Sixteen times
N/mm2
N/m2
Head of liquid
All of these