Lectures 9-10 Flashcards

1
Q

In a rough pipe, the shape of the velocity profile created by the turbulent fluid will be

A

more rounded and pointy

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2
Q

In a smooth pipe, the shape of the velocity profile created by the turbulent fluid will be

A

more flatter and less pointy

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3
Q

Laminar flow compared to turbulent flow has a velocity profile that is

A

more pointy down the neutral axis of the pipe

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4
Q

Laminar flow is not affected by the —– — — —— when creating a velocity profile for it

A

roughness of the pipe

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5
Q

Between 2000-4000 Reynold’s number, the flow is usually

A

transition flow

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6
Q

Under 2000 Reynold’s number, the flow is usually

A

laminar

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7
Q

Above 4000 Reynold’s number, the flow is usually

A

turbulent

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8
Q

Re =

A

Reynold’s number =

(ρ v D) / μ

( density of fluid X avg velocity X diameter ) / dynamic viscosity

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9
Q

The entrance flow is

A

the distance it takes for a fluid to enter a pipe and fully develop it’s velocity profile

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10
Q

Does the reynold’s number have a unit?

A

No

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11
Q

If static pressure decreases, —– —— increases

A

dynamic pressure

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12
Q

When the fluid is in the entrance flow, the drop in ——- ——– drives the fluid forward by converting the pressure to ——– ——-

A

static pressure, dynamic pressure

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13
Q

Friction force depends on three main characteristics:

A
  • solid characteristics
  • fluid characteristics
  • relative velocity
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14
Q

Solid chracteristics include 2:

A
  • geometry (size D)
    -particle roughness
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15
Q

Fluid chracteristics include 1:

A
  • density/viscosity
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16
Q

Relative velocity chracteristics include 1:

A
  • velocity of solid vs fluid
17
Q

After much research, the friction factor equation was observed by —— to be:

A

Moody

f = 4 (16 / Re)

18
Q

In a laminar flow, the shear stress is directly proportional to ——- ——-

A

viscous drag

19
Q

In a pipe with laminar flow, it is a —— —– relationship to the —— ——-

A

directly proportional, shear stress

20
Q

Pressure drop in a pipeline is directly proportional to ….

A

aspect ratio of the pipe

21
Q

Laminar flow theory states the relationship between the velocity and pipe radius is

A

V = Vmax ( 1 - r^2 / R^2)

22
Q

Darcy Weisbach equation is

A

ΔPL = f (L/D) (1/2) ρ (Vavg)^2

Pressure loss = friction factor X (aspect ratio of pipe) X (1/2) X density of fluid X (avg velocity)^2

23
Q

In a laminar flow, the friction factor is stated as

A

f = 64/Re

24
Q

Conservation of energy equation of a system

A

E sys / dt = W (per unit time) net in + Q (per unit time) net in

25
Q

CLOSED system momentum conservation equation

A

M1 v1i + M2 v2i = M1 v1f + M2 v2f

26
Q

Body forces are those that

A

act throughout the body of a fluid control volume

27
Q

Surface forces are those that

A

act on the control volume’s surface

28
Q

3 types of forces on fluid inside of a control volume

A

1) External body forces
2) Fluid-fluid surface forces
3) Fluid-solid contact forces

29
Q

Example of external body forces

A
  • gravity
  • magnetic
30
Q

Example of fluid-fluid surface forces

A
  • pressure
  • viscous forces
31
Q

Example of fluid-solid contact forces

A
32
Q

Rate of change of linear momentum conservation for a control volume is

A

d (m V)CV / dt = Σ F (applied on CV surface) + Σ (m V)in - Σ (m V)out

33
Q

How can this equation be split up into its individual components?

Σ F = m (V2 - V1) => ….

A

Σ Fx = m (V2x - V1x)
Σ Fy = m (V2y - V1y)
Σ Fz = m (V2z - V1z)

34
Q

What happens to atmospheric forces acting on a closed fluid control volume?

A

They can be ignored as they cancel out

As the forces apply on all surfaces of the control volume