This section discusses differential equations involed in modeling fluid
mechnics. we consider two such problems---Blasius equation and Jeffery--Hamel flow.
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In this section we consider some boundary value problems from fluid
mechanics---Blasius equation and Jeffery--Hamel flow.
Blasius and Sakiadis layers
A Blasius boundary layer (named after the German fluid dynamics
physicist Paul
Richard Heinrich Blasius, 1883--1970) describes the
steady two-dimensional laminar boundary layer that forms on a semi-infinite plate which is held parallel to a constant unidirectional flow. Upon introducing
a normalized stream function f, the Blasius equation becomes
\[
f''' + \frac{1}{2}\,f\,f'' =0 .
\]
The boundary conditions are the no-slip condition:
\[
f(0) =0 , \qquad f' (0) =0, \qquad \lim_{y\to\infty} f' (y) = 1 .
\]
In 1961 Sakiadis proposed another layer:
\[
f(0) =0 , \qquad f' (0) =1, \qquad \lim_{y\to\infty} f' (y) = 0 .
\]
This is a nonlinear, boundary value problem (BVP) for the third order differential equation. The main obstacle in solving this problem numerically is request to evaluate f'(∞). Several strategies have been proposed in order to bypass this evaluation. One of them is to convert the given problem into the initial value problem, which was first achieved by K. Töpfer in 1912 by constructing a transformation of variables that reduces the BVP into an IVP. Actually, this leads to determination of the second derivative at the origin, f''(0), called the Blasius constant. Its numerical value was obtained by many researchers starting with K. Töpfer; however, the rigorous derivation of the Blasius constant is due to V.P. Varin in 2013 who obtained it in the form of a convergent series of rational numbers. Therefore, we assume that its value a = f′′(0) ≈ 0.33205733621 to be known (which is slightly less than 1/3). The knowledge of the Blasius constant is also necessary to evaluate the shear stress at the plate. Once this value is determined, we obtain the initial value problem, which can be solved numerically. So we solve the relevant initial value problem using different methods.
First, we start with Picard's iteration, and to achieve this we have two options: either to apply Picard's iteration directly to the third order Blasius equation directly or to convert it to a system of first-order differential equations. So we demonstrate both options, beginning with the latter.
Therefore, we see that the two Picard's iteration procedures do not coincide
and provide two different approximations. Moreover, the Picard's iteration
applied directly to the third order equation converges much faster than the
iteration based on reduction to the first order system of equations.
Example 3:
Example. Consider the reduce Blasius equation for
laminar flow over a flat plane:
\[
f''' (y) + f(y)\,f'' (y) =0 .
\]
This equation is named after the German fluid dynamics
physicist Paul Richard Heinrich Blasius (1883--1970), a student of Ludwig Prandtl (1875--1953), who provided a mathematical basis for boundary-layer drag. In 1908, Blasius solved
the equation by using a series expansions method. In 1912, Toepfer
solved the Blasius equation numerically by the application of the
method of Runge and Kutta. In 1938, Howarth solved the Blasius equation
more accurately by numerical methods and tabulated the result.
We convert the Blasius equation to a system of first order
differential equations by setting
We set $u_1 = f$, $u_2 = f'$, and $u_3 = f''$; the the given Blasius
equation can be written in vector form:
\[
\frac{\text d}{{\text d}y} \begin{bmatrix} u_1 \\ u_2 \\ u_3
\end{bmatrix} = {\bf g} ({\bf u}) \equiv \begin{bmatrix} u_2 \\ u_3 \\ -
\frac{1}{2} \, u_1 u_3
\end{bmatrix} .
\]
The initial iterative term is
\[
{\bf \phi}_0 = \begin{bmatrix} 0 \\ 0 \\ 1
\end{bmatrix} .
\]
The first term becomes
\[
{\bf \phi}_1 = \begin{bmatrix} 0 \\ 0 \\ 1
\end{bmatrix} + \int_0^y \begin{bmatrix} 0 \\ 1 \\ 0
\end{bmatrix} {\text d}y = \begin{bmatrix} 0 \\ y \\ 1
\end{bmatrix} .
\]
Next,
\[
{\bf \phi}_2 (y) = \begin{bmatrix} 0 \\ 0 \\ 1
\end{bmatrix} + \int_0^y \begin{bmatrix} y \\ 1 \\ 0
\end{bmatrix} {\text d}y = \begin{bmatrix} y^2 /2 \\ y \\ 1
\end{bmatrix} ,
\]
\[
{\bf \phi}_3 (y) = \begin{bmatrix} 0 \\ 0 \\ 1
\end{bmatrix} + \int_0^y \begin{bmatrix} y \\ 1 \\ - y^2 /4
\end{bmatrix} {\text d}y = \begin{bmatrix} y^2 /2 \\ y \\ 1-y^3 / 12
\end{bmatrix} ,
\]
\[
{\bf \phi}_4 (y) = \begin{bmatrix} 0 \\ 0 \\ 1
\end{bmatrix} + \int_0^y \begin{bmatrix} y \\ 1- y^3 /12 \\ y^5 /48
\end{bmatrix} {\text d}y = \begin{bmatrix} y^2 /2 \\ y - y^4 /48 \\ 1+
y^6 /288 - y^3 /12
\end{bmatrix} .
\]
Therefore, we get the following Picard's iterations for $f(y)$:
\[
\phi_0 = \phi_1 (y) = 0, \quad \phi_2 (y) = \phi_3 (y) = \phi_4 = y^2
/2 .
\]
■
Power Series Method
Adomian Decomposition Method (ADM)
text goes here
The ADM with accelerated Adomian polynomails
Jeffery--Hamel Flow
The Jeffery--Hamel flow is a flow created by a converging or diverging channel with a source or sink of fluid volume at the point of intersection of the two plane walls. It is named after George Barker Jeffery (1915--1957) and Georg Hamel (1917--1954), but it has subsequently been studied by many other scientists.
Consider two stationary plane walls with a constant volume flow rate is injected/sucked at the point of intersection of plane walls and let the angle subtended by two walls be 2 α. Take the cylindrical coordinate ( r , θ , z ) system with r = 0 representing point of intersection and θ = 0 the centerline and ( u , v , w ) are the corresponding velocity components. The resulting flow is two-dimensional if the plates are infinitely long in the axial z direction, or the plates are longer but finite, if one were neglect edge effects and for the same reason the flow can be assumed to be entirely radial i.e., u = u ( r , θ ), v = 0 , w = 0. Then the continuity equation and the incompressible Navier–Stokes equations reduce to
First, we note that the floow is symmetrical with respect to the centerline
θ = 0, and we can consider the equation within the wedge
0 ≤ θ ≤ 1.
Now by introducing the dimensionless variables
where fmax is the velocity at the centerline of the
channel, and α is the channel half-angle.
The boundary conditions of the Jeffery-Hamel flow in terms of
F(η) are expressed as follows:
\[
\begin{split}
F(0) = 1, \quad F' (0) = 0 , \qquad\mbox{(at centerline)} ,
\\
F(1) =0 \qquad\mbox{at the upper body of channels.}
\end{split}
\]
It is convenient to represent the reduced Jeffry--Hamel equation in
the operator form
Only a computer algebra system can handle all these operations, which is
definetely not for humans.
Now we plot this approximation along with the true solution, using Mathematica. First, to make our calculations exact, we set all parameters to be the integer, 1:
alpha=1; r=1;
Next plot contains the true graph in blue color and approximations
y2(x) in orange and y3(x) in red.
The initial term u,sub>0 for the ADM is the same as in GDM:
u0 = 1 - η².
S. Abbasbandy,
A numerical solution of Blasius equation by Adomian’s decomposition method and comparison with homotopy perturbation method
Chaos Solitons Fractals, 31 (2007), pp. 257-260
S. Ahmad, A. M. Rohni, and I. Pop, “Blasius and Sakiadis problems in nanofluids [J],” Acta Mech. 218, 195–204 (2011). https://doi.org/10.1007/s00707-010-0414-6
Blasius, H., Grenzschichten in Flüssigkeiten mitkleiner Reibung,
Zeitschrift für angewandte Mathematik und Physik (Journal of Applied Mathematics and Physics), 56:137, 1908.
A.J. Callegari, Nachman,
Some singular nonlinear differential equations arising in boundary layer theory
J. Math. Anal. Appl., 64 (1978), pp. 96-105
Esmaili, Q., Ramiar, A., Alizadeh E., and Ganji, D.D., An approximation of the analytical solution of the Jeffery--Hamel flow by decomposition method, Physics Letters, A, 2008, 372, (19), 3434–3439.
https://doi.org/10.1016/j.physleta.2008.02.006
Fraenkel, L. E., Laminar flow in symmetrical channels with slightly curved walls, I. On the Jeffery-Hamel solutions for flow between plane walls. Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences, 1962, 267(1328), 119-138.
He, J.-H., Approximate analytical solution of Blasius’ equation. Communications in σonlinear Science and Numerical
Simulation, 3, 260-263 (1998).
He, J.-H., A simple perturbation approach to Blasius equation. Applied Mathematics and Computation, 2003, Vol. 140, 217-222. https://doi.org/10.1016/s0096-3003(02)00189-3
Jeffery, G.B., The two dimensional steady motion of a viscous fluid, Phil. Mag., 29 (1915), 455-465.
Liao, S.J., An explicit, totally analytic approximate solution for Blasius’ viscous flow problems, International Journal of Non-Linear Mechanics, 1999, 34(4). pp. 759--778.
S. Liao, “An explicit, totally analytical approximate solution for Blasius equation [J],” Int. J. Non-Linear Mech. 34, 759–778 (1999). https://doi.org/10.1016/s0020-7462(98)00056-0
S.J. Liao
A challenging nonlinear problem for numerical techniques
J. Comput. Appl. Math., 181 (2005), pp. 467-472
Lin, J., A new approximate iteration solution of Blasius equation. Communications in Nonlinear Science and Numerical Simulation, 4, 91-94 (1999). https://doi.org/10.1016/s1007-5704(99)90017-5
Lu, Z. and Law, C.K., “An iterative solution of the Blasius flow with surface gasification [J],” Int. J. Heat Mass Transfer 69, 223–229 (2014). https://doi.org/10.1016/j.ijheatmasstransfer.2013.10.020
Prand, K., Dehghan, M., and Baharifard, F., “Solving a laminar boundary equation with the rational Gegenbauer functions [J],” Appl. Math. Mod. 37, 851–863 (2013). https://doi.org/10.1016/j.apm.2012.02.041
Sakiadis, B. C. Boundary-layer behaviour on continuous Solid surfaces; boundary-layer equations for 2-dimensional and axisymmetric Flow, AIChE Journal, 1961, Vol. 7, Issue 1, pp. 26–28. https://doi.org/10.1002/aic.690070108
Sakiadis, B. C. Boundary‐layer behavior on continuous solid surfaces: II. The boundary layer on a continuous flat surface,
AIChE Journal, 1961, Vol. 7, Issue 2, pp. 221–225. https://doi.org/10.1002/aic.690070211
Schlichting, H. and Gersten, K.,
Boundary Layer Theory
(8th revised and enlarged ed.), Springer-Verlag, Berlin, Heidelberg (2000)
Töpfer, K., Bemerkung zu dem Aufsatz von H. Blasius: Grenzschichten in
Flüssigkeiten mit kleinerReibung, Zeitschrift für angewandte Mathematik und Physik (Journal of Applied Mathematics and Physics), 60:397–398, 1912
H. Weyl, “On the differential equations of the simplest boundary-layer problems [J],” Ann. Math. 43(2), 381–407 (1942). https://doi.org/10.2307/1968875
Yu, L.-T. and Chen, C.-K., The solution of the Blasius equation by the Differential Transformation Method, Mathematical and Computer Modelling, 1998, Vol. 28, No. 1, pp. 101-111.
B. Yao and J. Chen, “A new analytical solution branch for the Blasius equation with a shrinking sheet [J],” Appl. Math. Comp. 215, 1146–1153 (2009). https://doi.org/10.1016/j.amc.2009.06.057
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