International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
www.elsevier.com/locate/ijhmt
Laminar free convection underneath a hot horizontal
infinite flat strip
A. Dayan *, R. Kushnir, A. Ullmann
Department of Fluid Mechanics and Heat Transfer, Faculty of Engineering, Tel Aviv University, Ramat Aviv, 69978 Tel Aviv, Israel
Received 26 January 2001; received in revised form 1 December 2001
Abstract
Analyses were conducted to study the problem of natural convection underneath a hot and isothermal horizontal
infinite flat strip. It included a numerical and an analytical investigation of the problem. The work offers simple closed
form solutions for the critical flow depth, boundary layer thickness and heat transfer coefficient. The governing
equations were solved by the integral method. The justification for applying self-similar boundary layer profiles was
demonstrated both numerically and from analyses of published experimental results. The solution was improved
through the use of numerical analyses as well as from analytical inspection of limiting cases. The results were successfully tested against published experimental data. Furthermore, the work offers an explanation for the discrepancy
that exists amongst the various heat transfer correlations found in the literature. 2002 Elsevier Science Ltd. All
rights reserved.
1. Introduction
An investigation of the problem of free convection
underneath a hot and isothermal horizontal infinite flat
strip is presented. Previous studies revealed that buoyancy forces induce a flow from the strip center toward
the strip edges [1,2]. It was demonstrated that, in
a practical sense, the flow near the surface exhibits
boundary layer characteristics along most of the strip
width. The ambient airflow rises from below upwards
and towards the strip center. At a certain distance from
the strip the airflow reverses its lateral direction and
flows towards the strip edge (see Figs. 1 and 3). The
points of flow reversal form a virtual surface that represents a boundary where the flow lacks any lateral
velocity component. The flow confined between this
boundary and the strip surface moves towards the strip
edges. As mentioned, this flow exhibits boundary layer
characteristics. While picking up heat, it accelerates as it
moves towards the two strip edges. The boundary layer
is thickest at the strip center and thinnest at the edges.
The thickness at the edge is determined from critical
*
Corresponding author.
flow conditions which, in principle, indicate that the flow
reaches its maximal velocity before leaving the strip edge
(from the conversion of potential energy to kinetic energy for conditions of negligible downstream flow resistance).
The current work focuses on the modeling of the
boundary layer for laminar flow conditions. Several investigators, interested in the cooling of flat plates and
strips, have previously studied this subject. Correlations
for the heat transfer coefficient were developed numerically, analytically and empirically. Most of the correlations are of the form
NuL ¼ CRa1=5
L ;
for laminar flow
ð1Þ
where NuL is the averaged Nusselt number, RaL the
Rayleigh number, the subscript L denotes a characteristic length L (half the strip width), and C is a coefficient
that depends on the Prandtl number. All properties are
calculated at the mean temperature between the surface
and the ambient temperatures. Comparison of the correlations, however, reveals inconsistencies in the proposed values of C. Those discrepancies are investigated
in the current work. In this context, Aihara et al. [1]
investigated experimentally a two-dimensional airflow
underneath a rectangular plate (25 cm wide). To portray
0017-9310/02/$ - see front matter 2002 Elsevier Science Ltd. All rights reserved.
PII: S 0 0 1 7 - 9 3 1 0 ( 0 2 ) 0 0 1 1 6 - 3
4022
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
Nomenclature
A, B
C
F
fi
g
hy
h
k
L
L
_
M
Nuy
NuL
P
Pr
Q_
RaL
T
u
U_
V
coefficients, Eq. (16)
coefficient, Eq. (1)
hypergeometric function
i ¼ 1–8, Eqs. (5a), (5b) and (9)
gravitational acceleration
local heat transfer coefficient
average heat transfer coefficient
thermal conductivity
strip half width
pffiffiffiffiffiffiffiffiffiffi
dimensionless length, L= 3 am=g
mass discharge rate
local Nusselt number, hy y=k
average Nusselt number, hL=k
pressure
Prandtl number, m=a
energy rate
Rayleigh number, gbL3 hw =am
temperature
specific internal energy
specific internal energy flux
characteristic velocity
the two-dimensional flow characteristics underneath a
strip, they bounded the plate by two vertical sidewalls.
Based on their experiments they proposed empirical
values of C ¼ 0:5 for RaL ¼ 7:16 106 and C ¼ 0:509
for RaL ¼ 1:02 107 . In their work, velocity and temperature profiles were measured by tracers’ photography
and with thermocouples, respectively. They argue that,
in a true sense, self-similar profiles do not develop underneath horizontal plates. However, their investigation
indicated that it is possible to define a boundary layer
zone with characteristic temperature and velocity profiles for integral method analyses. They demonstrated
that such profiles approximate fairly well the measured
data along most of the plate length. This was an important conclusion since most subsequent analyses incorporated the integral solution method. The success of
the method is contingent on the existence of similarity in
boundary layer velocity and temperature profiles. In the
current work, it is demonstrated, however, that the assumption on the existence of self-similar profile is more
warranted than what was claimed in Aihara’s work.
Fuji and Imura [2], conducted experiments with horizontal and tilted plates in water (Pr > 1). The plates
were bounded, as in Aihara’s investigation, to induce
two-dimensional strip like flows. From measured wall
heat transfer coefficients (for horizontal surfaces) they
proposed a value of C ¼ 0:44, for Rayleigh numbers
between 106 and 1011 . This value is based on a particular
weighted average of fluid properties. A regular averaging calculation would have produced a higher value (for
V
v, w
y, z
dimensionless velocity
horizontal and vertical velocity components
horizontal and vertical coordinate axes
Greek symbols
a
thermal diffusivity
b
thermal expansion coefficient
C
gamma function
d
boundary layer depth
dC
critical depth at the stripe edge
dt
thermal boundary layer depth
g
dimensionless coordinate, z=d
m
kinematic viscosity
H
dimensionless temperature
h
temperature difference (T T1 )
q
density
Subscripts
w
wall conditions
1
ambient conditions
ref
reference value
a representative single point calculation we obtained
C ¼ 0:48). For free convection along vertical walls,
conducted by the same investigators, their averaging
method produced, again, lower values of C as compared
to those of well-established correlations (about 7%
smaller).
The integral method was also incorporated for the
study of an infinite isothermal strip by Wagner [3] and
Singh et al. [4]. For a zero boundary layer thickness at
the strip edges, both calculated a coefficient of C ¼ 0:5
for Prandtl number of the order of 1. Singh and Birbank
[5] expanded the integral method to allow for a finite
boundary layer thickness at the strip edges and evaluated numerically a value of C ¼ 0:46 for Pr ¼ 0:7. Similarly, Clifton and Chapman [6] also applied the integral
method to solve the problem but for a boundary condition of critical flow at the strip edge. They solved
the integral equations numerically and obtained C ¼
0:44 for Pr ¼ 0:7. Furthermore, by neglecting inertia
terms they developed an approximate close form solution suggesting that C ¼ 0:49 for Pr ¼ 0:7.
Goldstein and Lau [7] solved numerically by a finite
difference method the two-dimensional problem including the external circulatory flow pattern. Their analyses
were for small Rayleigh numbers ranging from 40 to
8000 and for Pr ¼ 0:7. They concluded that the flow and
temperature profiles near the strip surface resemble
those of typical boundary layers. They proposed a value
of C ¼ 0:56 and a power of 0.19 for the Rayleigh
number (rather than 0.2). Higuera [8] combined an as-
4023
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
ymptotic solution and numerical analyses to suggest a
coefficient of C ¼ 0:442, for Pr ¼ 0:7.
Inspection of the above analyses clearly indicates that
the proposed values of the coefficient C are scattered.
No explanation could be found for the apparent discrepancies. One may argue, however, that different assumptions and solution approximations could be the
cause for these inconsistencies. This refers, for instance,
to the outcome of ignoring inertia terms or the assumption of zero boundary layer thickness at the strip
edge. However, we did not dismiss the problem at this
level, and went further to investigate and verify if a more
fundamental cause could have been overlooked. We
think that indeed this is the case. The reason found
reconciles different results. It is presented and discussed
in a subsequent section.
In general, the current work was undertaken with the
purpose of developing an analytical solution that accounts, at least in part, for all the affecting parameters
and reproduces quite accurately the experimental local
Nusselt numbers. It is based on an improved representation of the critical flow boundary condition at the strip
edges and accounts for inertia effects. Numerical analyses were conducted over a large range of Rayleigh
numbers and strip widths. The numerical computations
were used to analyze and validate the analytical solutions. Additionally, it is worth noting that the analytical
approach can be considered as a simple and attractive
solution method that can be incorporated for the analyses of a more complex hot surface geometry.
2. Analytical solution
Consider a horizontal isothermal hot flat strip facing
down as shown in Fig. 1. The strip is insulated on its
sides and above. For the indicated coordinate system,
the momentum, continuity and energy equations subject
to the boundary layer and Bousinesq approximations
are:
ov
ov
1 op
o2 v
v þw
þm 2
¼
oy
oz
q oy
oz
ð2aÞ
op
¼ q1 ½1 bðT T1 Þ g
oz
ð2bÞ
ov ow
þ
¼0
oy oz
ð2cÞ
and
v
oT
oT
o2 T
þw
¼a 2
oy
oz
oz
ð2dÞ
This representation is valid for the range of ðd=LÞ2 < 0:1
and Ra Pr > 105 [6]. The boundary conditions for a
constant wall temperature are:
at z ¼ 0;
as z ! 1;
v ¼ w ¼ 0;
v ¼ 0;
ð3aÞ
T ¼ Tw
ov
¼ 0;
oz
T ¼ T1 ;
oT
¼0
oz
ð3bÞ
and
at y ¼ 0;
v¼0
ð3cÞ
For fluids with Prandtl numbers close to unity it is
reasonable to assume that the momentum and the temperature boundary layers have an identical thickness d.
The set of governing equations can be solved by the
integral solution method if one assumes that the velocity
and temperature profiles exhibit similarity characteristics. For natural convection problems, the integral
solution method has been used before and proved to
produce quite accurate results. Furthermore, the fact
that similarity profiles are representative has been demonstrated in our numerical investigation (as presented in
a later section).
To use the integral method, as previously mentioned,
it is necessary to define velocity and temperature profiles. The profiles are often polynomials that satisfy the
boundary conditions as well as the differential equations
at the boundaries. Self similar velocity and temperature
profiles are defined as
v
ð4aÞ
¼ V ðgÞ
V
T T1
h
¼ HðgÞ
¼
Tw T1 hw
ð4bÞ
where g ¼ z=d and V is a characteristic velocity that is y
dependent only.
The substitution of the velocity and temperature
profiles (4a) and (4b) into Eqs. (2a)–(2d) and integration across the boundary layer thickness, subject to the
boundary conditions, yields
Fig. 1. Natural convection underneath a hot horizontal flat
strip.
f1
dðV 2 dÞ
dd
mV
þ f2 gbhw d þ f3
¼0
dy
dy
d
ð5aÞ
4024
f4
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
dðV dÞ
a
¼ f5
dy
d
where
Z
f1 ¼
1
V
2
ð5bÞ
f2 ¼ 2
dg;
0
0
f3 ¼
Z
oV
;
og g¼0
f4 ¼
Z
1
1
Z
1
H dg0 dg;
g
V H dg;
f5 ¼
0
oH
og g¼0
The boundary conditions at the strip center and at its
edge are
at y ¼ 0
V ¼0
ð6aÞ
at y ¼ L
d ¼ dC
ð6bÞ
where dC is the boundary layer thickness for critical flow
conditions at the strip edge.
The conservation Eqs. (5a) and (5b) contain five
terms, representing inertia, buoyancy, drag, convection,
and conduction. From all five, the buoyancy term is the
only one sensitive and completely dependent on the
boundary layer shape, or alternatively to the longitudinal derivative of its thickness. Under a horizontal surface, if not for the boundary layer curvature, buoyancy
would lack the capacity of driving a convection flow. In
contrast, the curvature has little effects on all other
terms. Based on, either, tests [9] or dimensional analyses,
one can find that the boundary layer thickness is fairly
uniform along most of the flow run. Applying these
conclusions significantly simplified the solution of the
equations. In contrast to previous investigations, in the
current approach, effects of all the five derivatives are
accounted for in the simplified equations.
For a nearly constant boundary layer thickness, the
first-order approximation of the energy equation solution is
V ¼
f5 a
y
f4 d2
ð7Þ
Substituting Eq. (7) for velocity terms of the momentum
equation, and assuming a nearly constant boundary
layer thickness (retaining the boundary layer thickness
derivative only for the buoyancy term) yields the following first-order solution approximation
5a2 f5 ð2f1 f5 þ f3 f4 PrÞ 2
d ¼ d5C þ
L y2
2f2 f42 gbhw
For half of the strip width, an energy transfer of Q_ /2
enters the boundary layer and is convected out of the
strip at its edge. This energy can be calculated by integration of the total enthalpy at the strip edge, for the
velocity and temperature profiles Eqs. (4a) and (4b)
subject to a variable air density in the buoyancy and
pressure terms. The pressure is calculated according to
Eq. (2b) for a reference value Pref at a distance Zref below
the strip (see Fig. 2). The integration of the total enthalpy at the strip edge per unit strip length is therefore
Z dC
Q_
v2
P
¼
qv dz
u þ gz þ
2
q
2
0
¼ U_ þ f6 q1 V 3 dC þ f8 ðV dC Pref q1 VgZref dC Þ
þ f7 q1 Vgbhw d2C
ð9Þ
where u and U_ represent the fluid specific internal energy
and its flux at the strip edge, respectively and
Z
1 1 3
V dg;
f6 ¼
2 0
Z 1
Z 1 Z 1
V dg
H dg0 V þ HV g dg; f8 ¼
f7 ¼
0
g
0
The mass discharge rate at the strip edge per unit
length is
Z dC
_ ¼
M
qv dz ¼ f8 q1 V dC
ð10Þ
0
_ , yields
Combining Eqs. (9) and (10), to identify M
_
_3
_
_
f6 M
pref M
_ þ f7 gbhw dC M Q ¼ 0
gZref M
þ
U_ þ 3
2
2
q1
f8
2
f8 q1 dC
ð11Þ
Equating the derivative of Eq. (11) to zero enables the
_ for an
calculation of the maximum discharge rate M
_
energy input Q=2. This is done according to
_
dM
¼0
ddC
ð12Þ
1=5
ð8Þ
The boundary layer thickness at the strip edge, dC , is
calculated for critical flow conditions at that point. As
seen from the solution, the fluid velocity increases as it
approaches the strip edge. At the edge, the boundary
layer assumes its minimal thickness. For critical flow
conditions at the edge, this thickness provides a maximal
mass discharge rate for the local fluid energy [10].
Fig. 2. Boundary layer schematics for the calculation of the
critical depth.
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
Since most of the convected energy Q_ =2 is in the thermal
component U_ , it is assumed that the derivative of their
difference (Q_ =2 U_ ) with respect to dC is negligible. It
implies that conditions of critical flow are dictated by
how the mechanical energy redistributes itself among the
pressure, the kinetic and the potential components at
the point of discharge. With this assumption, the critical
flow was found to be
dC ¼
_2
2f6 M
2 2
f7 f8 q1 gbhw
!1=3
Substitution of Eq. (10) yields
2 2 2 1=5
2f5 f6 a L
dC ¼
f42 f7 gbhw
ð13Þ
Nuy ¼
koh
f5 k
¼
hw oz z¼0
d
hy y
k
ð17aÞ
ð17bÞ
The average heat transfer coefficient,
h, is therefore
Z L
1
h¼
hy dy
L 0
f5 k
1 1 3 B
ð18Þ
ðRaL PrÞ1=5 A1=5 F
; ; ;
¼
L
5 2 2 A
where F ðw; x; y; zÞ is the Gauss hypergeometric function
defined by
ð14Þ
It is well known that in open channels the critical depth
occurs at about 2dC upstream the channel edge [11]. It is
thus common to estimate the fluid depth at the channel
edge to be somewhat smaller than the theoretical critical
depth. It is reasonable to apply that assumption for the
horizontal strip critical flow as well. We therefore assumed that the boundary layer critical thickness at the
strip edges equals 0:9dC , or
2 2 2
1=5
2f5 f6 a L
5a2 f5 ð2f1 f5 þ f3 f4 PrÞ 2
L y2
0:95 þ
d¼
2
2
f4 f7 gbhw
2f2 f4 gbhw
1=5
2
L
y
ð15Þ
AB
¼
1=5
L
ðRaL PrÞ
The coefficients A and B are
f52 f6
þB
f42 f7
5 f5 ð2f1 f5 þ f3 f4 PrÞ
B¼
2
f2 f42
hy ¼
4025
A ¼ 2 0:95
ð16Þ
A similar calculation of the boundary layer thickness
at the critical point was performed previously [6], however somewhat differently. First, the calculation was
carried out numerically, secondly, it was performed for a
minimal fluid energy at the critical point, and thirdly,
it accounted for a constant fluid density neglecting
the effects of thermal expansion on the buoyancy and
pressure components of the mechanical energy. Consequently, that approach produced a critical depth,
which is 2.2 folds larger than the current prediction and
thereby underestimated the heat flux. In contrast to the
necessity of numerical calculations, the current solution
is fully analytical and reveals in simple terms the variation of the boundary layer thickness across the strip.
Furthermore, the current solution does account for effects of thermal expansion and buoyancy.
The local heat transfer coefficient and Nusselt number, for the temperature profile (4b), are
F ðw; x; y; zÞ ¼
1
CðyÞ X
Cðw þ nÞCðx þ nÞ zn
CðwÞCðxÞ n¼0
Cðy þ nÞ
n!
The corresponding averaged Nusselt number is
hL
1 1 3 B
1=5
1=5
NuL ¼
F
¼ f5 A
; ; ;
Pr1=5 RaL
k
5 2 2 A
ð19Þ
ð20Þ
This expression is valid for any velocity and temperature
profiles that are of the form of Eqs. (4a) and (4b), respectively.
3. Numerical solution
A numerical solution was obtained with the Icepak
CFD code. In principle, the code solves the governing
set of elliptic partial differential equations for conservation of mass, momentum and energy. The buoyancy forces representation is based on the Boussinesq
approximation. The flow is, therefore, considered as
essentially incompressible. The fluid properties are assumed constant and are evaluated at the average temperature between the hot surface and the ambient fluid.
The solution is for conditions of steady-state laminar
free convection.
Illustration of the boundaries used for the numerical
model is presented in Fig. 3. The hot strip is located at
the upper surface of the rectangular control volume and
is isothermal. The size of the control volume was extended horizontally and vertically up to the point that it
ceased to influence the calculated flow and temperature
fields within the strip boundary layer. In particular, this
applies to the dimensions ‘‘a’’ and ‘‘b’’ shown in the
figure. The characteristic dimensions that were found as
adequate are a ¼ 0:4L and b ¼ 2L. Further extension of
those dimensions does not entail any perceptible difference in the calculated heat transfer coefficient. Clearly,
the ambient circulatory flow is seen as streamlines
entering and leaving the control volume enclosure. At
these free boundaries, according to the Icepak manual
[12], viscosity effects are neglected, and the pressure is
4026
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
Fig. 3. Numerical simulation of streamlines underneath a hot
strip (hw ¼ 55:2 C, RaL ¼ 8:2 106 ).
assumed to be equal to the ambient pressure. Likewise,
the flow entering the control volume is assumed to be at
the ambient temperature.
To solve the problem, the code divides the flow domain into control volumes. The numerical scheme integrates the governing equations over each control-volume
to construct a set of algebraic equations after linearization of the results. The set is then solved iteratively by
the Gauss–Seidel linear equation solver for algebraic
multigrid systems (AMG) until convergence is achieved.
For convergence determination, the dimensionless residual term of each equation was calculated after each
iteration. Convergence was achieved when the residual
terms of the continuity and momentum equations were
smaller than 103 , and smaller than 107 for the energy
equation. Grid independence was obtained with cell
numbers ranging from 80 50 to 80 400 for different
strip widths. The verification was based on cutting by
half the grid size and confirming that the heat transfer
coefficient difference was smaller than 2%.
The computation results provided numerical velocity
and temperature profiles. The numerical computation
was verified by the successful reproduction of Aihara
et al. [1] test results.
4. Results and discussion
Aihara et al. [1] measured the free convection velocity
and temperature profiles underneath a hot horizontal
surface facing down. Their test results were successfully
reproduced by our numerical analyses. As seen in Fig. 3,
the calculated stream lines indicate that far of the strip
the flow moves upwards towards the strip center and as
it approaches the strip it changes direction and moves
towards its edges. The points of inversion form a virtual
boundary that separates the boundary layer type flow
from the external flow. In the literature, the flow confined between this virtual boundary and the strip surface
has been indeed defined and considered as a boundary
layer flow. The boundary layer thickness, at any location, is the distance between the strip and the point
where the flow lacks any lateral velocity. A discrepancy
was found between the experimental and calculated external flow streamlines. This is attributed to the arbitrary nature of the imposed conditions at the free
control volume boundaries (chosen for numerical simulation convenience). However this discrepancy had no
adverse effects on the boundary layer temperature and
velocity numerical simulation. As most free convection
problems, the boundary layer characteristics are primarily a function of the hot surface geometry and
temperature difference, and are quite independent of the
conditions that exist at a distance from the hot surface.
To further elucidate this point, it is well accepted that
problems of free convection along plates can be treated
as parabolic problems. In reality these are elliptic
problems. However the negligible inertia of the external
flow is the reason why those problems can be treated as
parabolic. Therefore, studies of the flow near the surface
can be successfully conducted without any attempt to
reproduce accurately the external circulatory flow. This
explains why the inaccuracy of the external flow in the
current study did not impair the results near the surface.
Calculated velocity profiles within the boundary layer
are compared to experimental results [1] in Fig. 4a and
b, for Raleigh numbers 8:2 106 and 1:17 107 , corresponding to hw ¼ 55:2 and 104 C, respectively. As
seen, the velocity accelerates along the flow towards the
strip edge and therefore the boundary layer thickness
diminishes accordingly. Clearly, a good agreement exits
between the measured and calculated results almost
across the entire boundary layer along three different
positions. The location of the maximum velocity is well
reproduced. The discrepancy near the boundary layer
edge stems from the approximate external flow calculations that yield flow streamlines of low curvature, entailing an imprecise definition of the flow inversion
envelope (this also applies to the accuracy of the experimental measurements). However, this discrepancy
hardly affects the calculated drag and overall inertia
forces of the flow (that depend on the velocity gradient
at z ¼ 0 and the integral of the squared velocity profile,
respectively). Furthermore, this discrepancy does not
affect the calculated thermal energy transport rate. This
is apparent in the successful numerical prediction of the
experimental temperature profiles. Inspection of the
temperature profiles seen in Fig. 5a and b, for Raleigh
numbers 7:16 106 and 1:02 107 that corresponds to
hw ¼ 52:8 and 101.1 C, respectively, reveals an excellent
agreement throughout the boundary layer zone. This
applies to the thermal boundary layer thickness, dt . To
further demonstrate the latter, the thermal boundary
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
4027
Fig. 4. Comparison between numerical and experimental velocity profiles underneath a hot surface. (a) hw ¼ 55:2 C, RaL ¼ 8:2 106 ;
(b) hw ¼ 104 C, RaL ¼ 1:17 107 .
Fig. 5. Comparison between numerical and experimental temperature profiles underneath a hot surface. (a) hw ¼ 52:8 C,
RaL ¼ 7:16 106 ; (b) hw ¼ 101:1 C, RaL ¼ 1:02 107 .
layer thickness profiles are presented and compared in
Fig. 6. Aihara et al. [1] assumed that the boundary layer
extends up to the point where the temperature difference
between the fluid and the surrounding air shrinks to 2%
of hw . The small difference observed at the strip edge is
of limited significance. It may result from, either or both,
the somewhat arbitrary definition of the free boundaries
of the numerical simulation control volume and the arbitrary (2%) definition of the measured boundary layer
thickness. It is worth noting that the results presented in
Fig. 6 are for two Raleigh numbers. The fact that the
curves coincide, in their dimensionless form, indicates
that for a given strip width, the boundary layer thickness
is proportional to RaL1=5 , as expected from theoretical
analyses.
Dimensionless measured and calculated heat transfer
coefficients, in terms of local Nusselt numbers (17b), are
presented in Fig. 7. The results are in good agreement
4028
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
Fig. 6. Comparison between calculated and experimental dimensionless boundary layer thickness.
Fig. 7. Comparison between calculated and experimental local
Nusselt numbers.
and indicate that the convective heat transport is strongest at the strip edge, where the boundary layer thickness
is smallest. Averaged Nusselts’ numbers over the strip
width were calculated and found to coincide with Aihara
et al. [1] results (with up to 2% difference, for the two
Rayleigh numbers). Details of the comparison are presented in a later section. The remarkable reproduction of
the experimental results, in effect, validates the accuracy
of the numerical model.
The assumption that the hydrodynamic and temperature profiles exhibit similarity characteristics was
justified numerically. Inspection of the numerically calculated velocity and temperature profiles of Fig. 8a and
b reveals that fact. It is seen that the normalized velocity
and temperature profiles stay constant along most of the
flow course. For this strip width, small deviations from
similarity exist only in the last 20% of the flow course
(for larger strip, numerical analysis showed that the similarity deviations zone would be percentage wise smaller). Notice that the velocity profiles were normalized
versus the boundary layer thickness rather than the location of the maximum velocity (the latter used by Aihara et al. [1]). The latter choice introduces a division by
smaller numbers that unnecessarily amplify even tiny
deviation form similarity, and should be avoided. To
elucidate that point, assume that the mean location of
the maximum velocity is roughly at 0:2d. A deviation of
0:01d (reflecting a 5% deviation) from that location is in
Fig. 8. Numerical calculation of normalized velocity and temperature profiles. (a) At various locations along 80% of the strip width;
(b) at various locations along 20% of the strip width, near its edge.
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
effect inconsequential in terms of similarity considerations. However, if the profile is normalized according
to 0:2d, it would entail a deviation of 0:05d at d, which is
significantly more noticeable. If Aihara et al. [1] experimental results were normalized versus their local
inversion layer thickness, they would indeed exhibit
similarity characteristics along most of the flow course.
Obviously, Aihara’s claim that similarity does not exist
is not fully accurate. Similar arguments can be applied
to the normalization technique of the temperature profiles, where the normalization is versus a fraction of d,
and thereby entails an unnecessary amplification effect.
In accordance with the above conclusions, several
velocity and temperature profiles were examined for subsequent incorporation in the integral solution method.
Polynomial of different orders, that satisfy the boundary
conditions, described in Eqs. (3a) and (3b), turned out to
produce small differences in their results. Consequently,
the most commonly used profiles for natural convection
analytical investigation were incorporated in our analyses. The velocity and temperature profiles are therefore:
v
¼ gð1 gÞ2
V
ð21aÞ
T T1
h
¼ ð1 gÞ2
¼
Tw T1 hw
ð21bÞ
A comparison of these profiles with those measured by
Aihara et al. [1] is shown in Fig. 9a and b. As previously
mentioned, similarity prevails more at the strip central
region and less near its edges.
4029
Substitution of the velocity and temperature profile,
Eqs. (21a) and (21b), into Eq. (16) yields the following
boundary layer thickness equation
1=5
L
y 2
d¼
A
B
ð22Þ
L
ðRaL PrÞ1=5
The coefficients A and B are
A ¼ 1173:5 þ 900Pr
B ¼ 128:57ð8 þ 7PrÞ
ð23Þ
and based on Eq. (20)
NuL ¼
hL
¼ CRa1=5
L
k
ð24Þ
where C ¼ 0:462 (for Pr ¼ 0:7).
As mentioned in the Section 1, a noticeable discrepancy exists in the published values of the coefficient C. A
search for the reason for this discrepancy revealed that it
could be attributed to the fact that previous investigations were conducted for different strip widths. Inspection of Fig. 8b reveals that the similarity assumption
does not fully apply near the strip edge. In this region,
vertical flow vector components and gravitational forces
are influencing. The strip edge effects have a resemblance
to entrance effects in pipe flow. The relative importance
of these edge effects is more pronounced at narrower
strips. To verify this point, we conducted numerical
calculations for various strip widths and plotted the results in Fig. 10. The choice of the dimensionless parameter (L ) against which the curve is plotted in the
figure emanates from dimensionless analysis of the
Fig. 9. Comparison between calculated and experimental profiles underneath a hot surface. (a) Velocity profiles (hw ¼ 55:2 C,
RaL ¼ 8:2 106 ). (b) Temperature profiles (hw ¼ 52:8 C, RaL ¼ 7:16 106 ).
4030
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
L
ffiffiffiffiffiffiffiffiffiffi
L ¼ p
3
am=g
Fig. 10. Effect of strip width on the average Nusselt number
(for Pr ¼ 0:7).
momentum equation in the vertical direction. Therefore, this parameter constitutes a natural choice for the
characterization of the relative importance of the edge
region relative to the entire strip width. Notice that this
parameter is not temperature dependent and is of significance only for narrow strips.
The general trend is one of higher heat transfer coefficients for narrower strips. This, in principle, stems
from edge effects that substantially increase the local
heat transfer rates and thereby the averaged Nu numbers
of narrower strips. Indeed, Aihara experimental coefficient C seems to perfectly fit the numerical simulation
results, as seen in Fig. 10. Likewise, Goldstein and Lau
[7] calculated the value of C for small Rayleigh numbers,
which indeed is greater than those of large strips. Other
investigations of Singh and Birkebak [5], Clifton and
Chapman [6] and Higuera [8], as well as the present
analytical solution, were developed for large strip widths
and consequently better fit our numerical results for
those widths. It is expected that the value of C would
diminish and approach asymptotically the value of very
large strips. In this context, but for the opposite limit,
one may assume that for a very narrow strip the boundary layer thickness roughly equals its critical value.
Accordingly, by plugging the critical dC , Eq. (14), into
the Nusselt number, Eqs. (17a) and (17b), one gets a
theoretical value of C ¼ 0:62, which seems to represent a
point that resides close to a smooth extension of the C
curve in Fig. 10. The forgoing arguments call for a
modified formulation of the Nusselt number, which
should account for the added dependence on the strip
width. The new representation is semi-empirical and was
developed to fit the numerical results. The correlation is
of a simple exponential form and is
NuL ¼ CðL ÞRa1=5
L
where
CðL Þ ¼ 0:46½1 þ 0:24 exp ð 0:0025L Þ
and
ð25Þ
The dimensionless length L is based on a group of
properties that reflect the boundary layer thickness
which tends to increase with a and m, and decreases with
g. Notice that the above conclusions shed new light on
an important aspect of strip natural heat transport
characteristics. It is important to point out that the
correlation accommodates the predicted value of C as
L ! 1. It also fits the experimental data point of
Aihara [1], and comes close to the approximate value for
the limiting case of L ! 0. An error estimate of the
correlation accuracy that accounts also for Aihara’s
experiments error is 5%.
5. Conclusions
An analytical study was conducted to develop a
closed form solution for the natural convection heat
transfer coefficient underneath an isothermal horizontal
hot strip. The contribution of the study is summarized as
follows:
• It is demonstrated numerically that the boundary
layer can be assumed to have similarity characteristics along most of the strip width. It is also shown
that a proper inspection of experimental data can
lead to the same conclusion.
• The present study has an advantage over previous investigations because it provides, first, a fully analytical solution, second, it accounts for inertia effects
on top of all other effects, and third, it is based on
a more comprehensive critical flow representation
at the strip edge.
• The current analyses explain why a discrepancy exists
amongst published correlations. It goes further to
show that an added dimensionless parameter must
be accounted for so that the Nusselt number would
apply to narrow strip widths.
The results were successfully tested against existing experimental results. The analytical approach of the present investigation can be applied for the solution of
more complex natural convection problems.
References
[1] T. Aihara, Y. Yamada, S. Endo, Free convection along the
downward facing surface of a heated horizontal plate, Int.
J. Heat Mass Transfer 15 (1972) 2535–2549.
[2] T. Fujii, H. Imura, Natural-convection heat transfer from
a plate with arbitrary inclination, Int. J. Heat Mass
Transfer 15 (1972) 755–767.
A. Dayan et al. / International Journal of Heat and Mass Transfer 45 (2002) 4021–4031
[3] C. Wagner, Discussion on integral method in natural
convection flow, J. Appl. Mech. 23 (1956) 320–321.
[4] S.N. Singh, R.C. Birkebak, R.M. Drake, Laminar free
convection heat transfer from downward-facing horizontal
surfaces of finite dimensions, Prog. Heat Mass Transfer 2
(1969) 87–98.
[5] S.N. Singh, R.C. Birkebak, Laminar free convection from
a horizontal infinite strip facing downwards, ZAMP 20
(1969) 454–461.
[6] J.V. Clifton, A.J. Chapman, Natural convection on a finite
size horizontal plate, Int. J. Heat Mass Transfer 12 (1969)
1573–1584.
[7] R.J. Goldstein, K.S. Lau, Laminar natural convection
from a horizontal plate and the influence of plate-edge
extensions, J. Fluid Mech. 129 (1983) 55–75.
4031
[8] F.J. Higuera, Natural convection below a downward
facing horizontal plate, Eur. J. Mech. B Fluids 12 (1993)
289–311.
[9] D.W. Hatfield, D.K. Edwards, Edge and aspect ration
effects on natural convection from the horizontal heated
plate facing downwards, Int. J. Heat Mass Transfer 24 (6)
(1981) 1019–1024.
[10] R.L. Daugherty, J.B. Franzini, in: Fluid Mechanics with
Engineering Applications, seventh ed., McGraw-Hill, New
York, 1977, pp. 334–337.
[11] M. Sadatom, M. Kawaji, C.M. Lorencez, T. Chang,
Prediction of liquid level distribution in horizontal gas–
liquid stratified flows with interfacial level gradient, Int. J.
Multiphase Flow 19 (6) (1993) 987–997.
[12] Fluent Inc., Icepak 3 User’s Guide, 1999.