fluids final conceptual questions Flashcards

1
Q

λ_1 (=10^-8m.) and λ_2 (=10m.) represent the mean free paths of gas molecules for two scenarios. Which of these scenarios will violate the continuum hypothesis, and why?

A

The scenario with 𝜆_2=10 m is likely to violate the continuum hypothesis because the mean free path is very large, leading to a high Knudsen number. This indicates that the gas cannot be approximated as a continuous medium, and molecular effects must be explicitly considered.

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2
Q

There is a square fluid element experiencing various normal and shear forces. Find the magnitude of the net force in the x and y directions.

A

F_x = add up all the forces acting in the x-direction
F_y = add up all the forces acting in the y-direction

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3
Q

At any point within a fluid, if the absolute pressure is 5 atm, what is the gauge pressure when the ambient pressure is 1 atm?

A

P_gage = P_abs - P_amb
5 - 1 = 4 atm

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4
Q

You drop a lightweight ball, denoted as B, into the bucket shown below, and the ball starts to float. Assume that the ball is fully immersed in the water. Write an expression to equate the buoyancy force with the gravitational force acting on the ball. The ball has a mass m and volume V. The fluid density is ρ.

A

Fv = mg
ρvg = mg
ρv = m

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5
Q

Write an expression for integral form of conservation of mass.

A

∂/∂t (∫_cv ρ∂V) + ∫_cs ρ(v*dA) = 0

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6
Q

Apply the mass conservation equation from question 5 to the control volume (CV) below. Assuming steady, incompressible flow with uniform velocity at the boundaries, and no flow from other boundaries except at inlet 1 and outlet 2. The fluid density is ρ.

A

ρA_1 * V_1 = ρ A_2 * V_2
A_1 * V_1 = A_2 * V_2

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7
Q

Write an expression for the integral form of the conservation of x-momentum.

A

F_Sx+F_Bx = ∂/∂t (∫_cv ρudV) + ∫_cs ρu(v*dA)

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8
Q

Write an expression for the integral form of the conservation of y-momentum.

A

F_Sy+F_By = ∂/∂t (∫_cv ρvdV) + ∫_cs ρv(v *dA)

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9
Q

Write down the mass conservation equation in differential equations form for an incompressible flow field.

A

∂u/∂x+∂v/∂y+∂w/∂z=0

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10
Q

Write down the Navier-Stokes equation along the x-axis.

A

ρ(∂u/∂t+u∂u/∂x+v∂u/∂y)=-∂ρ/∂x+μ(∂^2/∂x^2+∂^2u/∂y^2)+pf_x

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11
Q

Write down the Navier-Stokes equation along the y-axis.

A

ρ(∂v/∂t+u∂v/∂x+v∂v/∂y)=-∂ρ/∂y+μ(∂^2v/∂x^2+∂^v/∂y^2)+pf_y

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12
Q

Deduce Euler’s equation (for the x-axis) by simplifying the equation mentioned in Question
2. Mention the assumptions you make.

A

Assume velocity (μ) = 0
ρ(∂u/∂t+u∂v/∂x+v∂v/∂y)=-∂ρ/∂x

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13
Q

Write an expression for the stagnation pressure.

A

P_o=P+(1/2)ρv^2

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14
Q

The velocity field is represented by V = U y/h i. Assume U to be constant. Calculate the rate of rotation (ω).

A

check work

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15
Q

For an incompressible and irrotational flow field, if the given lines represent the stream function field (ψ), then draw the lines for the velocity potential field(ϕ).

A

make the lines perpendicular to given lines and ϕ go on the top horizontal and ψ goes on the vertical left side

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16
Q

Find the shear stress distribution for a hypothetical flow field (u = y^2 + y) on a flat plate.
What is the value of wall-shear stress? The wall shear stress represents the value of shear stress right at the wall.

A

u=y^2+y
∂u/∂y=2y+1
τxy = μ ∂u/∂y= μ(2y+1)
any force at wall put y=0
τxy = μ

17
Q

Check if the following flow field is incompressible. u=2x^2+y^2-x^2y;v=x^3+x(y^2-4y)

A

find partial of u with respect to x, then find partial of v with respect to y and then add u and y together

18
Q

Check if this is irrotational: u=2x^2+y^2-x^2y;v=x^3+x(y^2-4y)

A

w_z=∂v/∂x-∂u/∂y and then if w_z is equal to zero then the flow field is irrotational

19
Q

Continuum hypothesis

A

Treat fluid as a continuous medium, rather than a collection of distinct particles

20
Q

Mean free path

A

The average distance between molecules

21
Q

Continuum hypothesis is only valid when it is a

A

short mean free path.

22
Q

The chances of fluid particles collision is … in a shortened mean free path. When there are … chances of collision, we can treat the fluid as continuous.

A

higher, higher

23
Q

Gauge pressure

A

A measurement of pressure relative to the surrounding atmospheric pressure.

24
Q

Ambient/Atmospheric pressure

A

The pressure exerted by the weight of the atmosphere, ~ 101,325 Pa, 14.6959 psi, 1 atm

25
Q

Equation for P_abs

A

P_abs=P_atm+P_gauge

26
Q

Buoyancy force

A

A force experienced by a body that is fully or partially immersed in a fluid and is equal to the weight of the displaced fluid that would occupy the same immersed volume.

27
Q

Equation for buoyancy force

A

F_buoyancy=(rho)gV

28
Q

Gravitational force

A

Force of gravity acting on an object

29
Q

Equation for gravitational force

A

F_g=mg

30
Q

Stagnation pressure

A

The pressure measured at a point in a fluid flow where the fluid comes to rest.

31
Q

Equation for stagnation pressure

A

P_O=P+(1/2)(rho)v^2

32
Q

rate of rotation equation

A

w=1/2(⛛ x v)
(x = cross product)