law of the wall shows that the effect of both adverse and favorable pressure gradients on the surface flow is very significant. Such an unified wall function.
ICOMP-99-08
NASA/TMB1999-209398
0 A Generalized
Wall Function
Tsan-Hsing Shih Institute for Computational Louis Glenn
A. Povinelli, Nan-Suey Liu, Research Center, Cleveland,
J.L. Lumley Comell University,
National Space
Glenn
Mechanics
Ithaca,
Aeronautics Administration
Research
July 1999
Center
and
New
in Propulsion,
and Mark Ohio
York
Cleveland,
G. Potapczuk
Ohio
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A GENERALIZED
WALL Tsan-Hsing
ICOMP,
NASA
John H. Glenn
Louis A. Povinelli, NASA John H. Glenn
Shih
Research
Nan-Suey Research
FUNCTION
Center,
Cleveland,
OH 44142.
Liu, Mark G. Potapczuk Center, Cleveland, OH 44135.
J. L. Lumley Cornel]
University,
April
Ithaca,
N.Y.
21, 1999
ABSTRACT The asymptotic
solutions,
pipe or boundary to more complex
described
by Tennekes
and Lumley
(1972), for surface
layer at large Reynolds numbers are revisited. flows such as the flows with various pressure
rough surfaces, etc. boundary conditions
In computational fluid to bridge the near-wall
flows in a channel,
These solutions can be extended gradients, zero wall stress and
dynamics (CFD), these solutions region of turbulent flows so that
can be used as the there is no need to
have the fine grids near the wall unless the near-wall flow structures are required to resolve. These solutions are referred to as the wall functions. Furthermore, a generalized and unified law of the wall which
is valid for whole
sublayer) is analytically adverse and favorable wall function
surface
layer
(including
viscous
sublayer,
buffer
will be useful
not only in deriving
analytic
expressions
for surface
also bringing a great convenience for CFD methods to place accurate boundary location away from the wall. The extended wall functions introduced in this for complex
1 An
layer
constructed. The generalized law of the wall shows that pressure gradients on the surface flow is very significant.
flows with acceleration,
deceleration,
separation,
recirculation
and
and
inertial
the effect of both Such an unified flow properties
but
conditions at any paper can be used rough
surfaces.
INTRODUCTION asymptotic
numbers
solution
can be written
for the
inertiM
as (Millikan,
Ur
where
U is the
ur = V/_/p,
mean y is the
velocity, normal
sublayer
in a channel
or pipe
flow at large
Reynolds
1938)
ur is the distance
K
skin friction from
the wall,
velocity
defined
by the
_ and p are the viscosity
wall stress and
rw as
density
of
the fluid. _ _ 0.41and C
_ 5.0.
Eq.(1)
is also theoretically
va_d
and only valid
for a flat plate
boundary its formal
layer, but it has been applied to other wall bounded flows with some successes despite validity. For a boundary layer with an adverse pressure gradient and zero wall stress,
Tennekes
and Lumley
(1972)
derived
another --
asymptotic
= a In
solution
which
reads
+ t3.
(2)
Up
where up is defined by the adverse wall pressure gradient as up = [(v/p)[dP_/d!t]] _ 8 according to the experimental data of Stratford (1959). Eq.(2) has not attention
in computational
fluid dynamics.
Apparently,
near separation or re-attachment points because velocity, is nearly zero. On the other hand, Eq.(2) a small
or zero pressure
In this paper,
gradient
we will briefly
because
repeat
will become
erroneous
there the wall stress, hence will not be valid for boundary
up is nearly
the analyses
Eq.(1)
1/3, and a _ 5, been paid much for flows
the skin friction layer flows with
zero.
of Tennekes
and
Lumley
and introduce
a more
general asymptotic solution for the surface flow valid for both the zero or nonzero wall stress and the zero or nonzero wall pressure gradient. Therefore, the solution can be used for flows with acceleration, deceleration, separation and recirculation. The basic idea is to assume, at large Reynolds numbers, the existence of a surface layer distinct from the outer layer in a boundary layer flow. The existence of the law of the wa_ in the surface layer
and
solution
the
existence
of the
for the surface
velocity-defect
flow in the region
law in the
_ represents
the
thickness
of the
layer
will lead
Y
boundary
> 1. layer,
(3) l_ is the
length
viscosity of the fluid which will be defined later. The region in which Eq.(3) inertial sublayer. In the vicinity of the wall where y/_ is of order one, the significantly suppressed be obtain for both the two sublayers
is called
A simple model inertial sublayers
and this region is called viscous sublayer. inertial sublayer and the viscous sublayer. buffer
layer
where
to an asymptotic
where
Y 0 is mainly in the x direction, except near the separation or re-attachment point. In general, the wall stress
vw and the
or negative parameters
with respect as follows,
wall pressure
gradient
to x direction.
= Thus
defined
uc will never
or zero pressure define a viscous
become
(dP/dx)w
We may
V_P'r_[
are non-zero
define
a velocity
+ (vldPw_l/3
zero in any boundary
gradient because ur and up cannot length scale l_ = _'/uc. This viscous
)
and scale
with
the simplification
these
positive two wall
(w)
•
layer
flows with
either
zero wall stress
be zero at the same time. With uc we may length scale is usually very small comparing
with other length scales of the boundary layer, for example, the boundary the downstream length scale L. That is, ucS/_' >> 1 and u_L#, >> 1. Let us start
can be either uc using
of the governing
equations
layer
(4) -(6) for the
thickness
5 and
flows in the thin
surface layer using an order of magnitude analysis (see Tennekes and Lumley, 1972). We use uc to scale both the mean velocity U and turbulent velocities u, v. Let L be the downstream length scale and _ = _'/uc be the length scale in y direction. With cOU/cOx ,._ uc/L and COV/Oy _ V/_,, the
continuity
u_t,,/L
equation
2. The orders
(4) gives
of magnitude
V ,'. uclJL.
The
of the turbulent
' the viscous
terms
in Eq.(6)
left
terms
hand
side
in Eq.(6)
0--;-= o
of Eq.(6)
is then
of order
are
;
(8)
are of order
=o
, v-Si-j = o \--£
/ .
(9)
Because
ucLl_'
pressure
term in the surface
>> 1 or t_lL
> 1. Eq.(14) indicates that, and the wall pressure gradient.
flow situation. the wall stress gradient constant compared is constant The
flows
Therefore,
in general, the surface The relative importance
at the wall for turbulent flows under the condition
flows are affected by both the wall of these two terms depends on the
For example, for a boundary layer flow with a strong adverse pressure gradient, _-_ can become very small and even vanish. In this case, the adverse wall pressure
controls the surface flow and the total shear stress (the left hand side of Eq.(14)) is not across the surface layer. On the other hand, if the pressure gradient is zero or small to the wall stress, or nearly we want
then
constant to consider
the two terms
the
across here
wall stress the whole include
dominates surface
acceleration,
on the right hand side of Eq.(14) 4
the surface
flow and
the total
stress
layer. deceleration could
and
even
recirculation.
be of the same order
of magnitude,
or oneis largethan the other. Notethat becauseEq.(14)is linear, we factors separately by decompose multivariate asymptotic technique we write
may deal with these two U and -_-_ into two parts (Tennekes, 1968, has shown with a that this is a valid procedure). Following Tennekes and Lumley,
u = u: + v:, __-_= -(_): The first part, second
part,
represented
represented
by
U1
and
(16)
- (_):.
is associated
--(_'-V)I,
by U2 and -(_W)2,
(15)
with the wall stress
is solely related
to the pressure
rw/p only and the
gradient
(y/p)dP_/dx,
i.e,,
yOU1 = T_;
-(_):+
_
(17)
p'
c9U2
y dP_
(18)
-(_)_ + _'--5-_-y = -pdx The first part
of the flow in Eq.(17)
length u/u_.. Similarly, and one characteristic can be written as
has only one characteristic
velocity
ur and one characteristic
the second part of flow in Eq.(18) has only one characteristic length u/up. Therefor, the nondimensional form of Eq.(17)
-(_):+ o(v_/_._) = _-_
u_
-(_-_)2
u_
There are no additional the boundary conditions
(19)
0(_ryl_) _-_'
+ O(U2/up)
(_y)
_
velocity up and Eq.(18)
vdP_/dx
(20)
p _
parameters in the boundary conditions on Eq.(19) and Eq.(20) because are homogeneous (both the mean velocity and the turbulent stress are
zero at y = 0). Therefor,
the solution
of Eq.(19)
and Eq.(20)
-- = :-:t: Ur
be of the forms:
,
put
u_
must
(21)
pu._
and
up up2 Eq.(21)-Eq.(24)
are called
(23)
p__ -
the law of the wall.
p
:_ up
g2
•
(24)
2.2
The
velocity-defect
In the outer
layer
law
of a boundary
length scale. If ur is the part of the velocity-defect
at the edge of the boundary. From II theory of dimensional and we may write
layer,
the
boundary
only characteristic ((-/1 - Uo)/(r_v/pU_) Therefore, analysis,
this system
layer
thickness
_ is the
only appropriate
velocity for the first part of the flow, then the first is a function of y, _, u_ only, where U0 is the velocity
we have a system of four quantities with two dimensions. only two independent normalized quantities can be formed
as
- Uo)lu_.' 7y} =o, F {(u_ ;_/_ or
..
= =-:zF1 Ur
For the second
part
of flow (/2, we may use the above
up The
relations
(25)
3
ASYMPTOTIC
3.1
The
If the
Reynolds
and (26) are called
inertial
-
u3
to obtain
a relation
for U2
2 law.
FOR
SURFACE
LAYER
sublayer
number,
if uc$/v
sublayer,
outer
layer.
calculated
from
Re = uc_/v,
is large
may be developed. >> 1. The existence
enough,
an overlapping
layer
between
the surface
This overlapping layer is called inertial sublayer, of the inertial sublayer can be easily seen from the
>_ 104, there
-
ucy v
will exist a region
the law of the wall in the surface Following Eq.(21)
Tennekes
and
v uc_"
Eq.(25),
and
Lumley
indicates
to a logarithmic
that velocity
the both profile
ucy/v
should
to equate
> 10 s and match
the
mean
y/_
> 1), the total
r_ y dP_ - u--_= -- Jr -_ p p dx "
(36)
or
u_ Equations
(35)
-pu_
\_/
÷ ]de,,/dxl
and (36) are the asymptotic
where u¢y/_, >> 1 and relations can be used
y/_ 1, h/L