Most of this post is based on the relevant discussion in
Frank White’s "Viscous Fluid Flow"
(I’m not using the current edition, and I
surely didn’t pay $240 for it back in the ’80s). As this material comes from
work done in about 1914, I don’t think I’m violating any copyright laws!
A couple of posts ago
I introduced the stream function for inviscid flow at a stagnation point, such as
that near the leading edge of an airfoil...
$$\Psi=Bxy$$
...where B is a real constant. Using the results of
my last post,
we find that the velocity parallel to the surface is...
$$u=Bx$$
Intuitively, we expect friction to retard the flow near the surface, and to have less
effect the further from the surface we get. We express this with the following boundary
conditions...
$$\begin{align}
\lim_{y\to 0} u &=0\\
\lim_{y\to\infty} u &=Bx\end{align}$$
We’d also like to keep the form of the inviscid solution as much as we can (engineers
being at least as lazy as anyone else), and so the following modified stream function
and boundary conditions are proposed...
$$\begin{align}
\Psi&=Bxf(y)\\
u&=Bxf’(y)\\
f’(0)&=0\\
\lim_{y\to\infty}f’(y)&=1\end{align}$$
What the above sort of says (to me) is that the function f(y) is merely a distortion of y,
very distorted near the surface, and indistinguishable from y far enough away from the surface.
Is this distortion justified? Yes, if we can prove that introducing it has not violated any laws
of physics [conservation of mass (continuity) and conservation of momentum (Navier-Stokes)].
Well, since we’ve retained the stream function, we don’t have to
worry about continuity. We do need to look at Navier-Stokes(NS), starting in the
"y" direction, assuming steady incompressible flow (note that subscripts denote partial derivatives
here; yes, I’m not at all consistent in this regard, and very sloppy about noting what convention
I’m using at a given moment... but I’m not charging you $240, either)...
$$\begin{align}
-p_y+\mu(v_{xx}+v_{yy})&=\rho(uv_x+vv_y)\\
&\text{and now substitute derivatives of }\Psi\\
&\text{as appropriate}\\
-p_y+\mu[((-Bxf)_x)_{xx}-((Bxf)_x)_{yy}]&=\rho[(Bxf)_y((-Bxf)_x)_x-(Bxf)_x((-Bxf)_x)_y]\\
-p_y+\mu[(-Bf)_{xx}-(Bf)_{yy}&=\rho[-(Bxf_y)(Bf)_x+(Bf)(Bf)_y]\\
-p_y+\mu(0-Bf_{yy})&=\rho B^2[-xf_y(0)+ff_y]\\
-p_y-\mu Bf_{yy}&=\rho B^2 ff_y\\
&\text{and as nothing remaining is a function of x}\\
-p_{xy}&= 0
\end{align}$$
... which implies that
\(p_x\) is a function only of x. This lets us pick the y value
where we calculate the pressure gradient across the surface, and we pick a value where we know
the most, far from the surface where friction can be ignored. In such circumstances,
Bernoulli rules...
$$\begin{align}
p&=p_0-\frac{1}{2}\rho(u^2+v^2)\\
&(p_0\text{ represents total pressure})\\
p_x&=-\rho(uu_x+vv_x)\\
&\text{and again we substitute our }\Psi \text{ derivatives}\\
p_x&=-\rho[(Bxf_y)(Bf_y)+(-Bf)(-Bf_x)]\\
p_x&=-\rho B^2[x(f_y)^2+f\cdot 0]\\
&f_y \text{ approaches 1 far from the surface.}\\
p_x&=-\rho B^2 x \end{align}$$
Now we are ready to tackle NS in the "x" direction.
$$\begin{align}
-p_x+\mu(u_{xx}+u_{yy})&=\rho(uu_x+vu_y)\\
\rho B^2 x+\mu[(Bxf_y)_{xx}+(Bxf_y)_{yy}]&=\rho[(Bxf_y)(Bxf_y)_x-(Bf)(Bxf_y)_y]\\
\rho B^2 x+\mu(0+Bxf_{yyy})&=\rho xB^2[(f_y)^2-ff_{yy}]\\
1+\frac{\nu}{B}f_{yyy}&=(f_y)^2-ff_{yy}\end{align}$$
It is convenient to scale both y and f by the factor
\(\sqrt{\frac{B}{\nu}}\)
(a study of
why this is convenient is worthwhile),
yielding the non-dimensional equation and boundary conditions...
$$\begin{align}
1+F_{YYY}&=(F_Y)^2-FF_{YY}\\
F(0)&=F_Y(0)=0\\
\lim_{Y\to\infty} F_Y &= 1\end{align}$$
Next time, we use
Racket to generate a numerical solution
to the above, and to explore some of the consequences of that solution.