Measure the velocity of a flowing liquid
Measure the pressure of a flowing liquid
Measure the discharge of liquid flowing in a pipe
Measure the pressure difference of liquid flowing between two points in a pipe line
C. Measure the discharge of liquid flowing in a pipe
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
Specific weight
Mass density
Specific gravity
None of these
Steady
Streamline
Turbulent
Unsteady
Energy
Work
Mass
Length
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Buoyancy
Equilibrium of a floating body
Archimedes' principle
Bernoulli's theorem
0.375
0.5
0.707
0.855
flv²/2gd
flv²/gd
3flv²/2gd
4flv²/2gd
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
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 in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Internal
External
Both A and B
None of these
Low pressure
High pressure
Moderate pressure
Vacuum pressure
Q = Cd × a × 2gh
Q = (2/3). Cd × a × h
Q = (Cd × a)/√(2gh)
Q = (3Cd × a)/√(2h)
Zero
Minimum
Maximum
None of these
dQ/Q = (1/2) × (dH/H)
dQ/Q = (3/4) × (dH/H)
dQ/Q = (dH/H)
dQ/Q = (3/2) × (dH/H)
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
Buoyancy, gravity
Buoyancy, pressure
Buoyancy, inertial
Inertial, gravity
2100
2700
10,000
21,000
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
Plus
Minus
Divide
Multiply
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
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
Specific gravity = gravity × density
Dynamic viscosity = kinematic viscosity × density
Gravity = specific gravity × density
Kinematic viscosity = dynamic viscosity × density
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable
Suction pressure
Vacuum pressure
Negative gauge pressure
All of these
wA
wx
wAx
wA/x
10 kg
100 kg
1000 kg
1 kg
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
Velocity, depth, pressure, etc. change from point to point in the fluid flow.
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Gravitational force is equal to the up-thrust of the liquid
Gravitational force is less than the up-thrust of the liquid
Gravitational force is more than the up-thrust of the liquid
None of the above