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6.55 and 6.56, approximate profiles for tangential velocity and temperature across the boundary layer must be defined.. For example, a cubic parabola profile of the typeT = a + by + cy2+ dy

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C2 = −C1 =2c p (T0 − TAW)

U2 The solution forθAW(ηB ) is obtained numerically by solving eq (6.51) From this

θAW(0) ≡ r c = b(Pr)  Pr1/2 (forgases)

wherer c is called the recovery factor Using this, the adiabatic wall temperature is

calculated as

TAW = T+ r c U2

2c p

Forlow velocities this can be approximated as

TAW = T∞

The temperature profile for various choices ofT0is shown in Fig 6.9 from Gebhart (1971)

The heat flux can be written as

q

0 = −k ∂T ∂y



y=0 = −k U2

2c p

U

νx

1/2

[θ

AW(0) + C1φ(0)]

= k(T0− TAW)



0.332



U

νx

1/2

· Pr1/3



(6.54)

Figure 6.9 Boundary layer temperature profiles with viscous dissipation (From Gebhart, 1971.)

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and with the definition

q

0 = h x (T0 − TAW)

the Nusselt numberbecomes the well-known Pohlhausen (1921) solution:

Nu= 0.332Re1/2

x · Pr1/3

where the properties can be evaluated at the reference temperature recommended by Eckert:

T= T∞ + (T W − T∞ ) + 0.22(TAW − T∞ )

6.4.7 Integral Solutions for a Flat Plate Boundary Layer with Unheated Starting Length

Consider the configuration illustrated in Fig 6.10 The solution for this configuration can be used as a building block for an arbitrarily varying surface temperature where

a similarity solution does not exist Assuming steady flow at constant properties and

no viscous dissipation, the boundary layer momentum and energy equations can be integrated across the respective boundary layers to yield

d

dx 0

u(U − u) dy = ν ∂u ∂y



y=0

(6.55)

d dx

T

0

u(T− T ) dy = α ∂T

∂y





y=0

(6.56)

To integrate eqs (6.55) and (6.56), approximate profiles for tangential velocity and temperature across the boundary layer must be defined For example, a cubic parabola profile of the typeT = a + by + cy2+ dy3can be employed, with the conditions

T

x

T0

x0

Figure 6.10 Hydrodynamic and thermal boundary layer development along a flat plate with

an unheated starting length in a uniform stream

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∂T

∂y





T =T

By evaluating the energy equation at the surface, an additional condition can be developed:

2T

∂y2





y=0= 0

Using these boundary conditions, the temperature profile can be determined as

T − T0

T− T0

= 3

2

y

δT −1

2



y

δT

3

(6.58)

Polynomials of higherordercan be selected, with the additional conditions deter-mined by prescribing additional higher-order derivatives set to zero at the edge of the boundary layer In a similar manner, a cubic velocity profile can be determined by prescribing

u(y = 0) = v(y = 0) = 0 u(y = δ) = u

∂u

∂y





y=δ= 0

and determining

2u

∂y2





y=0= 0

This results in

u

U =

3 2

y

δ −

1 2

y

δ

3

(6.59)

These profiles are next substituted into the integral energy equation and the inte-gration carried out Assuming that Pr> 1, the upperlimit needs only to be extended

toy = δ T, because beyond this,θ = T0− T = T − T∞= θ∞and the integrand is zero In addition, defining,r = δ T /δ, it noted that

δT

0

− θ)u dy = θ



3

20r2− 3

280r4



(6.60)

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Becauser < 1, the second term may be neglected in comparison to the first Now r

is a function ofx and the integral of eq (6.60) may be put into the integral energy

equation of eq (6.56), yielding

2r2δ2dr

dx + r

dx =

10α

From the integral momentum equation,δ(x) can be determined as

δ(x) = 4.64 νx

U

1/2

This yields

r3+ 4r2x dr

dx =

13 14Pr which can be solved to yield

1.026Pr1/3



1−x0

x

3/41/3

wherex0is the unheated starting length The heat transfer coefficient and the Nusselt numberare then

h = −k(∂T /∂y)| T0 − T y=0

∞ =θk

∂θ

∂y





y=0= 3

2

k

δT =

3 2

k rδ

or

h = 0.332k Pr1/3

[1− (x0/x) 3/4]1/3

U

νx

1/2

(6.62) and

Nu= 0.332Pr1/2· Re1x /2

[1− (x0/x) 3/4]1/3 (6.63)

generalized for any surface temperature variation of the type

T0 = T∞ + A +



n=1

Fora single step,

T0 − T

T0 − T= θ(x0, x, y)

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and for an arbitrary variation,

T0 − T∞= x

0 [1− θ(x0, x, y)]∂T

∂x0 dx0+

k



i=1

[1− θ(x0i , x, y)] ∆T0 ,i (6.65)

q

0 = k x

0

∂θ(x0, x, 0)

∂y

dT0 dx0 dx0+

k



i=1

∂θ(x0 i , x, 0)

This procedure using the integral momentum equation can also be generalized to

a turbulent boundary layer with an arbitrary surface temperature variation

6.4.8 Two-Dimensional Nonsimilar Flows

When similarity conditions do not apply, as in the case of an unheated starting length plate, two classes of approaches exist for solution of the governing equations The integral method results in an ordinary differential equation with the downstream coordinatex as the independent variable and parameters associated with the body

profile shape and the various boundary layer thicknesses as the dependent variable

Generally, such solutions result in correlation relationships that have a limited range

of applicability These are typically much faster to compute

Differential methods solve the partial differential equations describing numerically

the conservation of mass, force momentum balance, and conservation of energy

These equations are discretized over a number of control volumes, resulting in a set

of algebraic equations that are solved simultaneously using numerical techniques

These solutions provide the detailed velocity, pressure, temperature, and density fields for compressible flows The heat transfer rates from various surfaces can also be determined from these results In the 1980s and 1990s, the computational hardware capabilities expanded dramatically and the differential methods have become the most commonly used methods for various complex and realistic geometries

6.4.9 Smith–Spalding Integral Method

The heat transfer in a constant-property laminar boundary layer with variable veloc-ityU(x) but uniform surface temperature can be obtained via the Smith–Spalding

integral method (1958), as described by Cebeci and Bradshaw (1984) A conduction thickness is defined as

δc= k(T0 − T∞ )

q

0

= − T0 − T∞

(∂T /∂y) y=0 (6.67)

This is expressed in nondimensional form as

U(x)

ν

2

c

dx = f



δ2

c

ν

dU

dx , Pr

= A − Bδ2c

ν

dU

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whereA and B are Prandtl number–dependent constants Forsimilarlaminarflows,

the Nusselt numberis given as

Nu= k(T0 q − Tx

) = −

x(∂T /∂y)0 T0 − T= f (Pr,m,0)Re1x /2 (6.69)

and using the definition of the conduction thickness yields

δ2

whereC = f (Pr, m, 0) The parameters in eq (6.68) can be expressed as

U(x)

ν

2

c

dx =

1− m

δ2

c

ν

dU

dx =

m

Equation (6.69) is a first-order ordinary differential equation that can be integrated as

δ2

c= νA

x

0

U B−1 dx

U B + δ2

c U B

i

U B

where the subscripti denotes initial conditions The normalized heat transfer

coeffi-cient in the form of a local Stanton number (St= Nu/Re x· Pr) is

ρc p U(T0 − T∞ ) =

k

ρc p Uδ =

c1(U) c2

x

0

(U) c3dx∗1/2



1

ReL

1/2

(6.72)

Here

c1= Pr−1· A −1/2 , c2= B

2, c3 = B − 1

and provided in Table 6.1 and

U∗= U(x) U

x∗ =L x ReL= U∞νL

whereU∞is a reference velocity, typically the uniform upstream velocity, andL is a

length scale characteristic of the object

As an example of the use of the Smith–Spalding approach, consider the heat transfer in cross flow past a cylinder of radiusr0 heated at a uniform temperature

The velocity distribution outside the boundary layer is given by

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TABLE 6.1 Parametersc1, c2 , an dc3 as Functions of the Prandtl Number

Source: Cebeci and Bradshaw (1984).

U(x) = 2U∞sinθ = 2U∞sin x

wherex is measured around the circumference, beginning with the front stagnation

point Forsmall values ofθ, sin θ ≈ θ, and the free stream velocity approaches that

for a stagnation point where similarity exists The computed results for Nux /Re1/2

x

are shown in Fig 6.11 for three values of Pr

0 0.2 0.4 0.6 0.8 1 1.2

Pr = 0.7

Pr = 5

Pr = 10

180 (deg)

x

r0

Figure 6.11 Local heat transfer results for crossflow past a heated circular cylinder at uniform temperature for various Pr values, using the integral method (From Cebeci and Bradshaw, 1984.)

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6.4.10 Axisymmetric Nonsimilar Flows

The Smith–Spalding method (1958) can be extended to axisymmetric flows by using the Mangler transformation If the two-dimensional variables are denoted by the sub-script 2 and the axisymmetric variables by the subsub-script 3 and neglecting transverse curvature, then

dx2 =r0

L

2K

dx3 θ2 =r0

L

K

whereK is the flow index used in the Mangler transformation to relate the

axisym-metric coordinatesx and θ to two-dimensional coordinates and

r2

0(δ c )2

3=

νA x3

0

U B−1 dx3

wherer0is the distance from the axis to the surface (see Fig 6.13)

The Stanton numberis given in nondimensional form by

St= c1(r0∗) K (U) c2

x

3

0

(U) c3(r

0)2K dx

3

1/2



1

ReL

1/2

(6.76)

whereU= U(x)/U∞ , r

0 = r0/L, and x ∗

3 = x3/L Here the constants c1,c2, and

c3are given in Table 6.1

As an example, heat transfer from a heated sphere of radiusa at a uniform

tem-perature placed in an undisturbed flow characterized byU∞can be calculated by this method The velocity distribution in the inviscid flow is

U = 3

2U∞sinφ = 3

2U∞sinx

The variation of Nux (Ua/ν) −1/2downstream from the front stagnation point is

seen in Fig 6.12 The result of the similarity solution for the case of axisymmetric stagnation flow is also shown As described by Cebeci and Bradshaw (1984), this similarity solution requires the transformation of the axisymmetric equations into a nearly two-dimensional form through use of the Mangler transformation

6.4.11 Heat Transfer in a Turbulent Boundary Layer

The two-dimensional boundary layer form of the time-averaged governing equa-tions is

∂ ¯u

∂x+

∂ ¯v

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ρ



¯u ∂ ¯u

∂x + ¯v

∂ ¯v

∂y



= −d ¯p

dx + µ

2¯u

∂y2 −

∂y (ρuv)

= −d ¯p dx +∂τ ∂y m∂y ∂ (ρuv) (6.79)

ρc p



¯u ∂ ¯T ∂x + ¯v ∂ ¯T ∂y



= k ∂2¯T

∂y2 −∂y ∂ (ρc p vT) = − ∂q ∂y m∂y ∂ (ρc p vT) (6.80)

whereτm = µ(∂ ¯u/∂y) and q

m = −k(∂ ¯T /∂y) are the mean shear stress and heat

flux, respectively

two-dimensional flow, with the velocity component as well as all derivatives of time-averaged quantities neglected in thez direction For axisymmetric flow, such as in

a circularjet orwithin the boundary layeron a body of circularcross section, also

called a body of revolution (Fig 6.13), Cebeci and Bradshaw (1984) show that the

governing equations can be generalized:

2

1.6

1.2

0.8

0.4

0

Nux

Ua

Similarity

Similarity

Pr = 1

Pr = 10

180 (deg)

x

r0

Figure 6.12 Local heat transfer behavior for flow past a heated sphere at uniform surface temperature for various Pr values, using the integral method (From Cebeci and Bradshaw, 1984.)

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Mainstream Fluid

u

x = 0 Axis of Symmetry 90 z

y

r r o

Boundary Layer

Figure 6.13 Boundary layer development on a body of revolution

∂r N ¯u

∂x +

∂r N ¯v

ρ



¯u ∂ ¯u

∂x + ¯v

∂ ¯v

∂y



= −dp

dx +

1

r N

∂y



r N

µ∂ ¯u

∂y − ρuv



(6.82)

ρc p



¯u ∂ ¯T ∂x + ¯v ∂ ¯T ∂y



=r1N ∂y ∂



k ∂ ¯T ∂y − ρc p vT



(6.83)

whereN = 1 in axisymmetric flow and N = 0 in two-dimensional flow The

turbulent components of the shear stress and the heat flux are defined as

τT = −ρuv= ρ∂ ¯u ∂y and q

T = −ρc p vT= −ρc pH ∂ ¯T

∂y

where and Hare, respectively, the turbulent or eddy diffusivities of momentum and heat The governing two-dimensional equations with these incorporated become

¯u ∂ ¯u

∂x + ¯v

∂ ¯v

∂y = −

1

ρ

d ¯p

dx +

∂y



(ν + ) ∂ ¯u

∂y



(6.84)

and

¯u ∂ ¯T

∂x + ¯v

∂ ¯T

∂y =

∂y



(α +  H ) ∂ ¯T

∂y



= ν

∂y



1

Pr+  ν

1

PrT

∂ ¯T

∂y



(6.85)

where PrT = / H is the turbulent Prandtl number Solution of (6.84) and (6.85) requires modeling of the turbulent shear stress and heat flux

combina-tion of the mean and turbulent components:

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