Pergamon Press Printed in Great Britain
IN HEAT AND MASS TRANSFER
Vol. 5, pp. 99 - 109, 1978
THE FORM OF THE EXTENDED REYNOLDS ANALOGY FOR ROUGH SURFACES
D. C. LESLIE Department
of Nuclear Engineering, Mile End Road,
Oueen Mary College
London E1 4NS
(C~iit~nicated by J.H. Whitelaw) Introduction It seems that the precise nature of the Reynolds analogy is still a matter of debate when the surface is fully rough and various literature
irreconcilable
forms are to be found in the
(eg Dipprey and Saberskey
1963, Whitehead
1976).
This
1963, Owen and Thompson
letter presents what is believed
to be the only result which an eddy diffusivity treatment can give:
this result is found to differ from all the ~orms cited
above. The analysis
is limited to fully developed
(turbulent)
flow in a round pipe.
It is formally valid for any value of + the reduced roughness height e = e u / v , e being the actual roughness
height and u
~w is the wall stress:
the friction velocity
(Tw/p)i/2, where
the results for a fully rough surface
(e+ > 50 say) are of particular interest, because of the current doubt about the form which the analogy should take in this case.
The work is limited to flows with a clearly
99
i00
D.C. Leslie
defined than
lozarithmic
[say] 0.025,
where
2. Preliminary: Lyon
region,
Pr t is constant
requirin Z that e/a should be less
a is the pipe radius.
intezral
[1951)
Vol. 5, No. 2
deduction
showed
surface
that if the eddy Prandtl
everywhere, 1
for a smooth
number
then s3w2(s)ds
(2.1)
1 - aUm fo <+{e(s)/Pr t} St Here
S = r/a, r being
the radial
St
is the Stanton
Um
is the volume
~(s)is K
the eddy
coordinate
number averaze
of the axial
(momentum)
diffusivity
is the m o l e c u l a r
thermal
velocity u(r)
diffusivity
and
w(s) = foS 2S' U(S') u
ds'
(2.2]
m From now on we shall simplify a good value
for internal
by putting Pr t = l, since this is
flows.
The standard
core similarity
u(r)
= u(O)
- u~ hlrl~a)
(2.3)
w(s)
= 1 +
lj:j(s)
(2.4)
j(s)
= 2__ f s ' { h - h(s')}ds' s2 o
implies
equation
S
where
Here f is the Fanning denotes
the spatial
1 2 factor ~w/~PU m and the overbar
friction
averaging
(2.5)
operation
fl° 2sds.
Eqn
(2.1)
can
now be rewritten 1 - ii + i2 + i3 St
(2.6)
EEYNOI/~ ANALOGY FOR ~]](~ SURF~CF~
Vol. 5, No. 2
1 s3ds II = aUm fo v+c(s)
where
i01
2 - f
(2 7)
I I2 = aUm fo sSds x x
E{<
+ E(s)} -I - { v + ~ ( s ) } - i
I s3{w2(s)_l}
z3
=
fo
~+~(s)
12 and 13 are dominated regions
respectively.
(2.8)
(2.9]
ds
by contributions It is quite
Reynolds number Re i s
~
from the wall
and core
easy to show that, when
the
large
12 +
G(Pr)
where G(Pr)
= fo dy+
{
+ e(Y+)}v
-
{i + ~ (y+) }
(2.10)
and (2.11) where p = 2{h 2 _ (~)2}
(2.12]
and 1
Q = fo s 2 j 2 ( s ) h ' ( s ) d s (y=a-r)
In [2.10) y+ = yuT/v then follows
is the usual wall coordinate.
It
that 1 St
This
(2.13)
2 + f
is the canonical
{or a smooth wall. its contribution
However Jayatilleke
+ P +
-Form o{ the extended
(2.14) Reynolds'
The final term is suppressed
is less than
Equation
{low assumption
G(Pr)
(2.14]
since
1%.
is due in essence
{ollowed
analoKy
Martinelli
(that is, he assumed
to J a y a t i l l e k e
(1947]
(1969].
in using the Couette
that the heat {lux varies
102
D.C. Leslie
linearly
across
factor w2(s)
the pipe).
in equation
St so that
there
[2.1)
f +
is now no term
that
the
of the pipe,
the
to smooth large
angles,
methods
are
integral will
walls.
Near
no longer
formula
the t e m p e r a t u r e there easily
extended
to rough
The wall
profile (see
section
the flow
fails
extended
to
§4].
and
to eqn
[2.1)
eddy
through
diffusivity there
is no
for a rough
wall.
[2.14)
is a statement
in the turbulent logarithmic
is limited
turns
Therefore,
the result
is a w e l l - d e v e l o p e d
He e v a l u a t e d
(f/2) I/2.
P = 15.6
wall
analogy
profiles
to
[2.15)
velocity
applicable.
that
[2.15]
to rough walls
a rough
analogous
now be shown
and to modify
in the previous
Reynolds'
the
+ ~P
of order
and found
deduction
is to replace
by w(s),
logarithmic
3 Extension The
effect
G (Pr)
P assuming
centre
The
Vol. 5, No. 2
core
region,
and this
It
about
that,
provided
result
is
walls.
form of the
logarithmic
velocity
profile
may
be written u
+ = A' (e +)
[Schlichtin g 1968). rough wall
and
fully
This
+ Bin
~ e
£ormulatien
rough walls:
(3.1)
covers
in p a r t i c u l a r
smooth,
partially
the standard
smooth
formula + u
is o b t a i n e d
+ Bln
y
(3.2]
+ Blne +
(3.3]
by puttin Z A'
Similarly
+ = A
= A
the wall
form of the
T + = A ~,( e +)
+Bln
logarithmic y+
temperature
profile
is
(3.4)
Vol. 5, No. 2
REYNOI/3S ANALOGY FOR ~
where
SURFACES
103
T+ = pCpu qw T[Tw - T(y) }
qw and T w being the wall
(3.5)
temperature
and the wall heat flux.
For a smooth wall A ' ( e +) = A + G(Pr) G(Pr)
being defined by eqn
(3.6)
(2.10).
The core similarity (see eqn
+ Blne +
form of the velocity
profile
(2.3)) may be rewritten u = u
where U
m
(3.7)
+ u {h - h(s)}
(or u) is the
(volume-averaged)
Near
mean velocity.
m
the wall,
this has the asymptotic u = Um
The standard
+ u
{h
logarithmic
form
- Bln
a
Y
friction
u
=
_ j
(3.6)
+ O(a~ ) }
factor formula
{A' (e +)
- h
+ J}
+Bln
(3.9)
ae
T
is obtained (3.8).
by matching
the logarithmic Taking
profile
terms
account
(3.8)
average,
The cupmixed mean temperature the quantities
Q
{{)+
are given
(3.10)
is believed
in the Appendix.
as
m
of
is a~ + J - h +
(3.10)
O{[a~]in[y]}
is defined by eqn
P and Q are specified
details
of the heat flux
that the equivalent
profile
qw EBIn pCpU T
+
{3.1) and
the mean temperature T
it may be shown
= Tm +
in eqns
agree.
of the curvature
for the temperature T(y)
terms
already
and of the need to define
a cup-mixed eqn
the constant
by eqns
[A.6) while
[2.12)
and
(2.13):
In this form the result
to be new, but the work
is essentially
due
104
D.C. Leslie
to Squire [3.10]
(1953].
and
then
Matching
using
(3.9]
Vol. 5, No. 2
the constant
terms
in
[3.4]
and
to eliminate
the term Bin(a/e),
we
derive 1 _ pCp(Tw-T m) St Um = ~ + It follows [2.14]
from
[3.3]
is a special
As before,
we have
being
small.
rough
wall.
{ A ~ ( e +) and
case
[3.6]
that
out
using
the form
recommended
[private
of h(s)
of order
communication]
[1976),
au Y
(f/2) I/2 as for a really
has evaluated
by the eddy
viscosity
P and Q distributior
namely
for s < I - ~i
(s) = --6--~i
[3.11].
of P and Q
generated
by Townsend
equation
relation
not be negligible
4. The evaluation Hassid
general
the term
it will
[3.11]
the s m o o t h - w a l l
of the more
struck
However,
- A' (e +) } + P +
} [4.1]
au'r(1-s) B
where
s = r / a as before,
distribution
falls
for viscous
effects
(4.1] and
is s u f f i c i e n t
for
s > 1 -
~1
while ~l is an adjustable
to zero at the wall
s = 1.
in the n e i g h b o u r h o o d to generate
constant. It must
of the wall,
the a s y m p t o t i c
This
be m o d i f i e d but the form
equations
[3.8)
(3.10). The
parameters
B and
pressure
drops
pipes).
For s m o o t h - w a l l e d
formula
[3.9]
[for fully
reduces
to
~l can be determined
developed pipes,
flows
the
from m e a s u r e d
in s m o o t h - w a l l e d
logarithmic
friction
round factor
Vol. 5, No. 2
REYNOI/)S ANAIfX~Y FOR ~
=
and
the
values
use
this
set.
recommends friction from
C
+Bln
B = 2.5,
C =
Schlichting
B = 2.46,
factors
those
C - value
of 1.75
if c(s)
has
1.75
(1968),
by this
A
-
h
data
quoting
over set
+
J
(4.2)
very
we
With
shall
(1935),
range,
differ
values.
well:
Prandtl
the w o r k i n g
do not
105
the
significantly A = 5.5,
a
gives J
the
h-
=
fit the
by our p r e f e r r e d
-
Now
; C
C = 2.00:
given
given
a
SURFACES
=
3.7s
form
J = B
(4.1)
then
1 3 1 + in [i + 1 + 2 ~ i 4~ 1
(
1 2 1 3 - 2 ( i + i-2~i )
and
~1 = 0 . 1 6 makes h - J = 3 . 7 5 , With
this
(4.3)
in
agreement with
value
P = 18.2, He has
also
(1967)
fit
the
P appears
to
than
our
of
the
determined
of heat
this
as
and
geometry,
Comte-Ballot
channel
using
(1965).
Barnett's
He f i n d s
that
geometry.
of Petukhov
P = 27.
experiments
to l i q u i d
to the
found
inferior
with
but
transfer
to
correlation
(3.11),
~l by f i t t i n g
f = O.O46Re-i/s regard
the
re c o m m e n d e d v a l u e
*In a s t u d y
channel
Q = 32.8
be i n s e n s i t i v e
form
finds (4.4)
measurements of
Encouragingly, precisely
Hassid
P and Q i n
P = 17.4, so t h a t
(1'
(1976)~
Q = 15.5
calculated to
of
Townsend
This
is
(1970)
somewhat h i g h e r
on s m o o t h w a l l s ,
metals
(Leslie
1977),
standard
friction
factor
it s h o u l d
be equal
to O.21.
to a P r a n d t l - t y p e
fit,
is
leading
for
I
formula I now
to ~l = 0.16.
106
D.C. Leslie
which
(2/f) I/2 is rather large,
very accurately.
Finally,
Vol. 5, No. 2
do not determine this quantity
continuing the logarithmic profile
right to the centre of the pipe
(Martinelli assumption)
gives
P = 5B2/2 = 15.6.
5. Conclusion and recommendation Equation
(3.11) seems to be the only possible outcome
of an eddy viscosity analysis
(that is, of the assumption that
the eddy Prandtl number is constant)
and it should be used in
preference to the formula of Oipprey and Sabersky to that of Owen and Thompson Q term
(1963).
(which has been dropped)
The eddy diffusivity treatment
With an allowance for the
a P-value of 20 is appropriate. is crude,
would no doubt give different results. almost inconceivable
and better methods However,
[3.11).
In general the functions A~(e +) and
wall
the
from function
it does seem
that they would support a form of Reynolds
analogy different from eqn
determined
(1963) and
experiment. G(Pr)
In
the
special
can be c o m p u t e d
from
A,(e +)
case eqn
of
must
be
a smooth
[2.10),
References Barnett, P. G. (1967) "Eigenvalues of the Orr-Sommerfeld equation for laminar flow and some turbulent mean profiles." AEEW-R523. Comte-Bellot, GeneviEve (1965). "Ecoulement turbulent entre deux patois parall~les." Publications Seientifiques Techniques du Ministere de l'Air, no.419. Oipprey,
et
O. F. and S a b e r s k y , R. H. ( 1 9 6 3 ) " H e a t and momentum transfer i n s m o o t h and r o u g h t u b e s a t v a r i o u s P r a n d t l numbers". Int.J.Heat and Mass T r a n s f e r 6,329.
Jayatilleke C. L. V. (1969) Article in "Progress in heat and mass transfer, volume I" edited by U.Grigull and W.Hahne. Pergamon P r e s s , Oxford.
Vol. 5, No. 2
Leslie,
REYNOI/3S ANALOGY FOR ~
SURF~
107
D. C. (1977) "A recalculation of turbulent heat transfer to liquid metals". Letters in Heat and Mass Transfer, 4, 25.
Lyon, R. N. (1951) "Liquid metal heat transfer Chem. Eng.Progress 47, 75.
coefficients".
Martinelli, R. C. (1947) "Heat transfer to molten metals". Trans. Amer. Soc.Mech. Engrs. 69, 947. Owen, P.
R. and T h o m s o n , W. R. ( 1 9 6 3 ) " H e a t t r a n s f e r rough surfaces". J.Fluid Mech. 1 5 , 3 2 1 .
Petukhov,
Prandtl,
B.S. (1970) "Heat transfer and friction in turbulent pipe flow with variable physical properties". Adv. Heat Transfer 6,504. L. [1935) Durand's
"The mechanics of viscous fluids" in W. F. Aerodynamic Theory, Vol. III, p.142.
Schliehting, H. (1966) "Boundary-layer McGraw-Hill, New York. Squire,
across
theory",
sixth edition.
H. B. (1953). Article "Heat Transfer" in "Modern Developments in Fluid Dynamics, High Speed Flow" ed: L. Howarth. Clarendon Press, Oxford.
Townsend,
A. A. [1976) "The structure of turbulent shear flow". second edition. Cambridge University Press, Cambridge.
Whitehead,
A. W. (1976) "The effects of surface roughening on fluid flow and heat transfer". Ph.D. thesis, University of London.
Appendix When the flow and heat transfer are fully developed [and the wall heat flux is constant) enthalpy
balance
equation
dT _ qw
dr where
£(s)
sw(s)
(A.I)
~(s)
The molecular
and w(s) thermal
since it will be neKliKible
the molecular Prandtl
of the
in the core region is
is the eddy viscosity
[2.4) and [2.5). suppressed
pCp
the first integral
is defined by eqns
diffusivity compared
number is very small,
covered by this analysis).
Now
has been
to ~(s)
a case which
(unless is not
108
D.C. Leslie
e(S)
where h(s) so that
au
h , s(s)
T
[A.2]
is the core similarity
[A.1]
[2.4],
function
defined
by eqn
[2.3],
may be rewritten dT ds
From
=
Vol. 5, No. 2
qw pCpU
-
the integral T(s)
[A.3]
h' (s)w(s)
= T(O)
of this equation
+
[
qw pCpU T
h(s)
is
+
(A .4]
m(s)
S
where
m(s)
= ~o h' (s") j (s")ds"
The next step
is to form the cup-mixed
1 u(S) Tm = ~o 2S - m =
T
[A.4]
pCpU
and
mean
temperature
T(s)ds
[A .6]
E~(.~
fo 2sds
E~ +
x from eqns
qw
+ O
[A 5]
~
[3.7].
+
h(.~]
[A.7]
This may be simplified
Tm = To + _ _ pCpU T
(s~] x
to
(s)_{h'~ _ (~)2 _ ~
[A.8) where,
as before, 1 operation fo2Sds.
the overbar Combining
qw T (S) = T m + -p C-p U + {m(s)
-~
denotes
the spatial
[A. 4] and ~
h(s)
averaging
[A.e] we have
- h} +
+ h 2 - (~[)2} [A.9]
As s - ~ l h(s)
+ Bln[~s)
+ J + O(l-s)
[A.IO]
Vol. 5, No. 2
(of eqns
REYNOLDS ~
(3.7)
m(s) Eqn
(3.10J
and
(3.8))
+ m(1)
from this
+ O{(l-s)In
of the main P = m(1)
and
FOR ~
text
then
- m + h2 -
SURFACBS
it follows
109
that
[ll--~sl} follows
(A.II) from
(A.9],
with
(h) 2
[A.12)
Q = hm - hm These and
can be rsduoed
(2.13)
by parts.
(A.13) to the s i m p l e r
by ohanginK The w o r k
the ordeP
is tedious
foFms
given
of integPation
but
in sqns and
not difficult.
(2.12)
integrating