Journal of Applied Mathematics and Physics, 2014, 2, 8-13
Published Online January 2014 (http://www.scirp.org/journal/jamp)
http://dx.doi.org/10.4236/jamp.2014.21002
OPEN ACCESS JAMP
Numerical Solution to Boundary Layer Problems over
Moving Flat Plate in Non-Newtonian Media
Gabriella Bognár, Zoltán Csáti
Faculty of Mechanical Engineering and Informatics, University of Miskolc, Miskolc, Hungary
Email: matvbg@uni-miskolc.hu
Received September 2013
ABSTRACT
Our aim is to investigate the solutions to the boundary layer problem of a power-law non-Newtonian fluid along
an impermeable sheet moving with a constant velocity in an otherwise quiescent fluid environment. In the ab-
sence of an exact solution in closed form, numerical solutions for the velocity distribution in the boundary layer
for different power exponents will be presented. Our goal is to give an iterative transformation method for the
determination of the skin friction parameter and the boundary layer thickness for different parameter values
and the dependence of the skin friction parameter and the boundary layer thickness on the power exponent are
examined.
KEYWORDS
Boundary Layer Problem; Non-Newtonian Fluid; Skin Friction Parameter; Iterative Transformation Method
1. Introduction
The study of flow generated by a moving surface in an otherwise quiescent fluid plays a significant role in many
material processing applications such as hot rolling, metal forming and continuous casting (see e.g., [1-3]).
Boundary layer flow induced by the uniform motion of a continuous plate in a Newtonian fluid has been ana-
lytically studied by Sakiadis [4] and experimentally applied by Tsou et al. [5]. A polymer sheet extruded conti-
nuously from a die traveling between a feed roll and a wind-up roll was investigated by Sakiadis [4,6]. He
pointed out that the known solutions for the boundary layer on surfaces of finite length are not applicable to the
boundary layer on continuous surfaces. In the case of a moving sheet of finite length, the boundary layer grows
in a direction opposite to the direction of motion of the sheet.
Tsou et al. [5] showed in their analytical and experimental study that the obtained analytical results for the
laminar velocity field are in excellent agreement with the measured data, therefore it validates that the mathe-
matical model for boundary layer on a continuous moving surface describes a physically realizable flow.
The problems of the boundary layer over a continuous surface moving in an otherwise quiescent fluid envi-
ronment have attracted considerable attention (e.g., [1-3,5,7,8]). In this paper we use the power-law rheological
model for the flow of a fluid over a sheet. In the absence of an exact solution in closed form, numerical solutions
for the velocity distribution in the boundary layer for different power exponents will be presented, and the de-
pendence of the skin friction parameter and the boundary layer thickness on the power exponent n are examined.
2. Mathematical Model
2.1. Boundary Layer Equations
Consider the two-dimensional steady flow of a non-Newtonian fluid of density
ρ
modeled by a power law
fluid due to Ostwald-de Waele over a flat plate moving continuously with a constant velocity w
U in an other-
wise quiescent fluid medium [5]. The governing equations of motion and heat transfer for non-Newtonian flow
neglecting pressure gradient, body forces can be described by the following equations [5]:
G. BOGNÁR, Z. CSÁTI
OPEN ACCESS JAMP
9
0
uv
xy
∂∂
+=
∂∂ , (1)
and
1
xy
uu
uv
xy y
τ
ρ
∂∂
+=
∂∂ ∂
, (2)
where
u
,
v
are the velocity components along
x
and
y
coordinates, respectively,
is the temperature
of the fluid in the boundary layer. Furthermore, we apply power-law relation
1n
xy
uu
Kyy
τ
∂∂
=∂∂
between the
shear stress and the shear rate, where
1n
cu
y
µ
denotes the kinematic viscosity,
K
the consistency index for
non-Newtonian viscosity and
c
K
µρ
=
. Here, n is called power-law index, that is
1n<
for pseudoplastic,
1n=
for Newtonian, and
1n>
for dilatant fluids. Then, differential Equation (2) becomes [9]
1n
c
uu uu
uv
xyyy y
µ

∂ ∂∂∂∂

+=

∂∂∂∂ ∂

. (3)
The boundary conditions of the flow can be expressed as
( )
0w
u x,U=,
( )
00v x,=
,
( )
0
y
lim ux,y
→∞ =.
If a flat plate in surroundings at rest is moved with constant velocity
,
w
U
the no-slip condition means that
boundary layer exists close to the wall (see Figure 1). The moving plate emerges from the wall. This fixes the
origin of the coordinate system and has an analog to the leading edge of a flat plate at zero incidence in a flow.
Both permit only then a steady solution in a spatially fixed coordinate system.
2.2. Similarity Transformation Method
The continuity Equation (1) is satisfied by introducing a stream function
ψ
such that
uy
ψ
=
,
vx
ψ
=−
. (4)
The momentum equation can be transformed into the corresponding ordinary differential equation by the fol-
lowing transformations
( )
21 1
111
1
n
nn
n
cw
(x,y)Uxf( )
ψµ η
++
+
=,
( )
2
11
1
1
1
n
n
n
cw
n
y
U
x
ηµ
+
+
+
=,
where
η
is the similarity variable and
( )
f
η
is the dimensionless stream function. Equation (3) with the
transformed boundary conditions can be written as
Figure 1. The physical model of the boundary layer on a continuously moving surface.
G. BOGNÁR, Z. CSÁTI
OPEN ACCESS JAMP
10
( )
1
10
1
n
f fff
n
′′ ′′′′
+=
+
, (5)
( )
01f=
,
( )
00f=
,
()( )
0flim f
η
η
→∞
′′
∞== , (6)
where the prime denotes the differentiation with respect to the similarity variable
η
. Equation (5) is called the
generalized Sakiadis equation. The dimensionless velocity components have the form:
()( )
w
u x,yUf
η
=
,
( )( )( )
( )
1
1
n
n
wx
U
v x,yReff
n
ηη η
+
= −
+
,
and
1
1n
x
Rey /x
η
+
=
, where 2nn
x
ReUx/ K
ρ
= is the local Reynolds number.
Since the pioneering work by Acrivos [10], different approaches have been investigated for
( )
0f''
in the
case of non-Newtonian fluids. It has a physical meaning: drag force or force due to skin friction. It is a fluid dy-
namic resistive force which is a consequence of the fluid and the pressure distribution on the surface of the ob-
ject. The skin friction parameter
( )
0f''
originates from the non-dimensional drag coefficient
()( )( )
11
1
1
1 00
n
n
n
n
D
CnRef ''f ''
+
+
= +
,
and it is involved in the wall shear stress
()( )( )
1
311
00
nn
nn
w
wn
KU
xf ''f ''
x
ρ
τ
+

=

.
The boundary value problem (5), (6) is defined on a semi-infinite interval [11]. For Newtonian fluids (
1n=
),
Equation (5) is the well-known Blasius equation:
10
2
f '''ff ′′
+=
. (7)
Blasius [12] solved Equation (7) subject to boundary conditions
( )
00
f=,
( )
00
f=,
()( )
1flim f
η
η
→∞
′′
∞== (8)
by patching a power series to an approximation at some finite value of
η
. An iterative transformation method
was introduced for (7), (8) by Töpfer for the determination of
( )
0f''
(see [13]).
Equation (5) with (8) is called the generalized Blasius problem [12]. For non-Newtonian fluids on steady sur-
faces, the boundary value problem (5), (6) has been investigated in [14,15] and for Newtonian fluid in [16,17].
The aim of this paper is to give a method for the determination of the skin friction parameter
( )
0f''
and the
boundary layer thickness for different parameter values n.
3. Iterative Transformation Method
In this section an iterative transformation method (ITM) is developed to solve the boundary value problem (5),
(6). Solving this problem, we have to deal with a practically unsuited condition at infinity. To tackle this com-
putational difficulty, we apply the so-called scaling concept. Non-iterative and iterative transformation methods
for boundary value problems have been introduced by Fazio [18].
The idea behind the present method is to consider the “partial” invariance of (5), (6) with respect to a scaling
transformation in the sense that the differential equation and one of the boundary conditions at 0 are invariant,
while the other two boundary conditions are not invariant. Therefore, we modify the problem by introducing a
numerical parameter h. Now, Equation (5) is to be solved with boundary conditions
( )
0 0,f=
( )
0,
p
f' h=
()( )
1,
p
f 'limf 'h
η
η
→∞
∞= =−
where we involve h, to ensure the invariance of the extended scaling group.
We introduce the following transformations to convert the boundary value problem to an initial value problem,
G. BOGNÁR, Z. CSÁTI
OPEN ACCESS JAMP
11
where the following scaling transformation is applied and
( )
0f''
σ
= − is denoted:
**
,,gf hh
α βγ
λ η ληλ
===
.
Equation (5) is scaling invariant if
() ()
2 12
nn
αβ
−=−
. (9)
Then, one gets
( )
1
10
1
n
g ggg
n
′′ ′′′′
+=
+
. (10)
The appropriate boundary conditions can be determined from the proper derivatives of f:
( )( )
0 00fg
α
σ
= =
(11)
( )( )
( )
00
pp
*
fh gh
βα γ
λλ
−−
′′
=⇒=
(12)
( )( )
( )
11
pp
*
hf hg
βα γ
λλ
− −
′′
∞=− ⇒∞=−
(13)
( )( )
2
00gf
αβ
λ
′′ ′′
=
. (14)
We can observe from Equation (11) that the first boundary condition in (6) is scaling invariant. The other two
boundary conditions are not invariant.
Now, let
λ σ
=
and
( )
01g′′ = −
. From (9), (12) and (14) we get the following expressions for the scaling
parameters:
12
3
n
α
=
,
2
3
n
β
=
, 11
3
n
p
γ
+
= −. (15)
Utilizing the boundary condition prescribed at infinity, from (13) we gain a formula for the sought value of
( )
0f
σ
′′
= −:
( )
( )
3
1
*p n
gh
σ
+
= ∞+ (16)
During the calculating process, p is freely chosen.
Now, we can write the initial values in their final forms:
( )
00g=
,
( )
0
*p
gh
=
,
( )
01g′′ = −
. (17)
The initial value problem (10), (17) is solved with the so-called iterative transformation method. Its steps are
enumerated below:
1) A numerical parameter h is applied so that two boundary conditions remain invariant.
2) By starting with a suitable value of
*
h
, a root finder algorithm is used to define a sequence
*
i
h
for
0,1,j=
. After each iteration the group parameter
is obtained by solving the IVP numerically. The se-
quence is defined by
( )
10
*
hh
Γ
= −=
.
3) An adequate termination criteria must be used to verify whether
( )
0
*
i
h
Γ
as
i→∞
.
4) The solution of the original problem can be received by rescaling to
1h=
.
4. Results
The nonlinear ordinary differential Equation (10) with the boundary conditions in (17) was solved for some val-
ues of the power-law index n by MATLAB. The built-in ode113, a variable order Adams-Bashforth-Moulton
solver was used with default accuracy and adaptivity parameters and
max
η
was determined when the local error
was less than
6
10
. As for the root finder algorithm, we programmed the bisection method because of safety
considerations.
We may remark that if
f'
is demanded to decrease monotonically, then
f ''
is negative for every possible
η
. Therefore choosing a positive number for
( )
0g''
, h never reaches 1 which is the case for
1n=
[19].
Numerical results for function values
( )
0f'' are shown below in Table 1.
For n = 1 we reproduced the result achieved by Fazio. Figure 2 illustrates the
( )
f'
η
function, which is
G. BOGNÁR, Z. CSÁTI
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12
Table 1. Numerical results for
( )
f'' 0
.
n 0.96 0.97 0.98 0.99 1 1.1 1.2
fʺ)0( 0.443438 0.443438 0.443286 0.443193 0.443726 0.436611 0.409834
n 1.3 1.4 1.42 1.45 1.48 1.49 1.5
fʺ)0( 0.361843 0.282487 0.259809 0.217169 0.154069 0.123517 0.081410
Figure 2. Similarity velocity profiles for power-law non-Newtonian fluid.
proportional to the non-dimensional velocity component, for different power law indices n.
Acknowledgements
The research work presented in this paper is based on the results achieved within the TÁMOP-4.2.1.B-10/2/
KONV-2010-0001 project and carried out as part of the TÁMOP-4.1.1.C-12/1/KONV-2012-0002 Cooperation
between higher education, research institutes and automotive industryproject in the framework of the New
Széchenyi Plan. The realization of this project is supported by the Hungarian Government, by the European Un-
ion, and co-financed by the European Social Fund.
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