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유체역학 및 열전달 Chapter 5. Basic Equations of Fluid Flow (7)

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(1)

유체역학 및 열전달

Chapter 5.

Basic Equations of Fluid Flow (7)

부산대학교 화공생명공학부 현 규 (Kyu Hyun)

(2)

Macroscopic Momentum Balances

(거시적 운동량 수지)

(Rate of momentum accumulation)

=(Rate of momentum entering) – (Rate of momentum leaving) + (Sum of forces acting on the system)

- (4.16)

å

+ -

= M &

a

M &

b

F

0

- (4.46)

• Momentum correction factor :

평균유속과 사용할때와 다르기 때문

-Momentum flux

V

m &

(3)

Macroscopic Momentum Balances

(거시적 운동량 수지)

(4)

Macroscopic Momentum Balances

(거시적 운동량 수지)

g w

b b a

a

S p S F F

p

F = - + -

å

Pressure x area

Net force of wall of channel on fluid

-Component of force of gravity - (+ for upward direction)

g w

b b a

a a

a b

b

V V p S p S F F

m & ( b - b ) = - + -

-Equation of motion(Momentum Balance) = Force Balance

(5)

Layer flow with free surface (1)

(6)

Layer flow with free surface (2)

(7)

Mechanical Energy Equation (Bernoulli equation)

• 유체가 흘러가기 위해서는 에너지가 필요하다. 따라서 유체역학과 에너지에

대한 방정식이 필요하다.

• In physics, energy is a quantity that is often understood as the ability to perform work.

• This quantity can be assigned to any particle, object, or system of objects as a consequence of its physical state.

• During a 1961 lecture for undergraduate students at the California Institute of Technology, Richard Feynman, a celebrated physics teacher and Nobel

Laureate, said this about the concept of energy:

There is a fact, or if you wish, a law, governing all natural phenomena that are known to date. There is no known exception to this law—it is exact so far as we know. The law is called the conservation of energy.

It states that there is a certain quantity, which we call energy, that does not change in manifold changes which nature undergoes. That is a most abstract idea, because it is a mathematical principle; it says that there is a numerical quantity which does not change when something happens. It is not a description of a mechanism, or anything concrete;

it is just a strange fact that we can calculate some number and when we finish

watching nature go through her tricks and calculate the number again, it is the same.

(8)

Mechanical Energy Equation (Bernoulli equation)

• Energy is a scalar physical quantity. In the International System of Units (SI), energy is measured in joules, but in some fields other units such as kilowatt- hours and kilocalories are also used. Different forms of energy include

kinetic,

potential,

thermal,

gravitational,

sound,

elastic and electromagnetic energy.

(9)

Mechanical Energy Equation (Bernoulli equation)

(10)

Mechanical Energy Equation (Bernoulli equation)

• Consider a volume element of a stream tube

2 0

2

= +

+ r f

r / ) cos

( ug

dx u dP dx

u u d

1 0

2

2

= +

+

\ dx

g dZ dx

dP dx

u d

r )

/ (

2 2

2 2

b b

b a

a

a

u

p gZ gZ u

p + + = + +

r r

-Bernoulli equation without friction -Eq. (4.67)

2 0

2

÷÷ = ø ö çç è

æ + +

\ u P gZ

dx d

r

(11)

Bernoulli equation

2 2

2 2

b b

b a

a

a

u

p gZ gZ u

p + + = + +

r r

-Daniel Bernoulli

-Daniel Bernoulli was a Swiss

mathematician and physicist and was one of the many prominent mathematicians in the Bernoulli family. He is particularly

remembered for his applications of mathematics to mechanics,

especially fluid mechanics, and for his pioneering work in probability and statistics. His name is

commemorated in the Bernoulli principle, a particular example of the conservation of energy, which describes the mathematics of the mechanismunderlying the

operation of two important

technologies of the 20th century: the carburetor and the airplane wing.

-Published in 1738

(12)

Mechanical Energy Equation (Bernoulli equation)

(13)

Mechanical Energy Equation (Bernoulli equation)

(14)

Mechanical Energy Equation (Bernoulli equation)

(15)

Mechanical Energy Equation (Bernoulli equation)

(16)

Mechanical Energy Equation (Bernoulli equation) I

(17)

Mechanical Energy Equation (Bernoulli equation) II

(18)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (1) –

page 98

(19)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (2)

(20)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (3)

(21)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (4)

(22)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (5)

(23)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (6)

(24)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (7)

(25)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (8)

(26)

Shear stress and skin friction in Pipes (전단 응력 및 표면

마찰) (9)

(27)

Turbulent Flow in Pipes and Channels (1)

(28)

Turbulent Flow in Pipes and Channels (2)

(29)

Turbulent Flow in Pipes and Channels (3)

(30)

The friction factor Chart (1)

k / D

(31)

The friction factor Chart (2)

n ppm

(32)

Total friction for “real” pipe

(33)

Friction loss from sudden expansion of cross section

(34)

Friction loss from sudden contraction of cross section

(35)

Friction loss

(36)

Minimizing expansion and contraction losses

참조

관련 문서

8.3 Velocities, Energies, and Continuity in Turbulence 8.4 Turbulent Shear Stress and Eddy Viscosities.. 8.5 Reynolds Equations

9.12 Unsteady flow and water hammer in pipelines 9.13 Rigid water column theory..

For laminar flow, head loss varies with the first power of the velocity.(Fig.. Equating the Darcy-Weisbach equation for head

Most of the plastic strain is localized in narrow shear bands, which form approximately on the planes of maximum resolved shear stress. The inhomogeneous flow in

2. 고인성 섬유복합체는 휨 및 전단 파괴로 인한 내진성능이 개선될 뿐만 아니라 전 단균열 및 전단 파괴를 억제 하므로 철근량 절감효과가

Shear and elongational viscosity Normal

 Action causing unsteady flow takes place over a period of many 2 L/a time intervals, then it would be more appropriate to use rigid water column theory..  On the

- Turbulence is generated primarily by friction effects at solid boundaries or by the interaction of fluid streams that are moving past each other with different velocities