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
C. Simultaneous motion through two fluids where there is a surface of discontinuity, gravity forces, and wave making effect as with ship's hulls
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
1.84 (L - 0.1nH)H3/2
1.84 (L - nH)H2
1.84 (L - 0.1nH)H5/2
1.84 (L - nH)H3
0.855 a.√(2gH)
1.855 aH.√(2g)
1.585 a.√(2gH)
5.85 aH.√(2g)
Width of channel at the top is equal to twice the width at the bottom
Depth of channel is equal to the width at the bottom
The sloping side is equal to half the width at the top
The sloping side is equal to the width at the bottom
Decreases linearly with elevation
Remain constant
Varies in the same way as the density
Increases exponentially with elevation
100 litres
250 litres
500 litres
1000 litres
Low density
High density
Low surface tension
High surface tension
Internal
External
Both A and B
None of these
Viscosity of a fluid is that property which determines the amount of its resistance to a shearing force
Viscosity is due primarily to interaction between fluid molecules
Viscosity of liquids decreases with increase in temperature
Viscosity of liquids is appreciably affected by change in pressure
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
w
wh
w/h
h/w
One-dimensional flow
Two-dimensional flow
Three-dimensional flow
Four-dimensional flow
Ratio of absolute viscosity to the density of the liquid
Ratio of density of the liquid to the absolute viscosity
Product of absolute viscosity and density of the liquid
Product of absolute viscosity and mass of the liquid
Pressure
Flow
Shape
Volume
Q = Cd × bH₁ × √(2gh)
Q = Cd × bH2 × √(2gh)
Q = Cd × b (H2 - H1) × √(2gh)
Q = Cd × bH × √(2gh)
Path line
Stream line
Steak line
Potential line
Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
Gas law
Boyle's law
Charles law
Pascal's law
Less than
More than
Equal to
None of these
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
There is excessive leakage in the pipe
The pipe bursts under high pressure of fluid
The flow of fluid through the pipe is suddenly brought to rest by closing of the valve
The flow of fluid through the pipe is gradually brought to rest by closing of the valve
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
Adhesion
Cohesion
Viscosity
Compressibility
5 mm
10 mm
20 mm
30 mm
Equal to
Less than
More than
None of these
The pressure below the nappe is atmospheric
The pressure below the nappe is negative
The pressure above the nappe is atmospheric
The pressure above the nappe is negative
0° C
0° K
4° C
100° C
Vacuum pressure
Gauge pressure
Absolute pressure
Atmospheric pressure
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points