In a compressible flow, the volume of the flowing liquid changes during the flow
A flow, in which the volume of the flowing liquid does not change, is called incompressible flow
When the particles rotate about their own axes while flowing, the flow is said to be rotational flow
All of the above
D. All of the above
Remains same
Decreases
Increases
None of these
Pressure in pipe, channels etc.
Atmospheric pressure
Very low pressures
Difference of pressure between two points
Cannot be subjected to shear forces
Always expands until it fills any container
Has the same shear stress at a point regardless of its motion
Cannot remain at rest under action of any shear force
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
Remain unaffected
Increases
Decreases
None of these
Directly proportional to (radius)2
Inversely proportional to (radius)2
Directly proportional to (radius)4
Inversely proportional to (radius)4
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
Steady
Unsteady
Both A and B
None of these
Triangular
Rectangular
Square
Trapezoidal
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
Pressure head + kinetic head + potential head
Pressure head - (kinetic head + potential head)
Potential head - (pressure head + kinetic head)
Kinetic head - (pressure head + potential head)
Sum
Difference
Arithmetic mean
Geometric mean
Increase
Remain unaffected
May increase or decrease depending on the characteristics of liquid
Decrease
tanθ = a/g
tanθ = 2 a/g
tanθ = a/2g
tanθ = a2/2g
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
0.1 N-s/m2
1 N-s/m2
10 N-s/m2
100 N-s/m2
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
5 mm
10 mm
20 mm
30 mm
Compressibility
Surface tension
Cohesion
Adhesion
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
Adhesion
Cohesion
Viscosity
Compressibility
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
Newton's law of motion
Newton's law of cooling
Newton's law of viscosity
Newton's law of resistance
Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
Cohesion
Adhesion
Viscosity
Surface tension
(H - hf )/H
H/(H - hf )
(H + hf )/H
H/(H + hf )
Inertia force
Viscous force
Gravity force
Pressure force
9,000 kg
13,500 kg
18,000 kg
27,000 kg