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-rw-r--r--source/know/concept/prandtl-equations/index.md58
1 files changed, 28 insertions, 30 deletions
diff --git a/source/know/concept/prandtl-equations/index.md b/source/know/concept/prandtl-equations/index.md
index d82657c..8f5c4d0 100644
--- a/source/know/concept/prandtl-equations/index.md
+++ b/source/know/concept/prandtl-equations/index.md
@@ -11,13 +11,12 @@ layout: "concept"
In fluid dynamics, the **Prandtl equations** or **boundary layer equations**
describe the movement of a [viscous](/know/concept/viscosity/) fluid
-with a large [Reynolds number](/know/concept/reynolds-number/) $$\mathrm{Re} \gg 1$$
-close to a solid surface.
+with a large [Reynolds number](/know/concept/reynolds-number/)
+$$\mathrm{Re} \gg 1$$ close to a solid surface.
-Fluids with a large Reynolds number
-are often approximated as having zero viscosity,
-since the simpler [Euler equations](/know/concept/euler-equations)
-can then be used instead of the [Navier-Stokes equations](/know/concept/navier-stokes-equations/).
+Fluids with a large Reynolds number are often approximated as having zero viscosity,
+since the simpler [Euler equations](/know/concept/euler-equations) can then be used
+instead of the [Navier-Stokes equations](/know/concept/navier-stokes-equations/).
However, in reality, a viscous fluid obeys the *no-slip* boundary condition:
at every solid surface the local velocity must be zero.
@@ -29,9 +28,9 @@ This is in contrast to the ideal flow far away from the surface.
We consider a simple theoretical case in 2D:
a large flat surface located at $$y = 0$$ for all $$x \in \mathbb{R}$$,
with a fluid *trying* to flow parallel to it at $$U$$.
-The 2D treatment can be justified by assuming that everything is constant in the $$z$$-direction.
-We will not solve this case,
-but instead derive general equations
+The 2D treatment can be justified by assuming
+that everything is constant in the $$z$$-direction.
+We will not solve this case, but instead derive general equations
to describe the flow close to a flat surface.
At the wall, there is a very thin boundary layer of thickness $$\delta$$,
@@ -39,8 +38,7 @@ where the fluid is assumed to be completely stationary $$\va{v} = 0$$.
We are mainly interested in the region $$\delta < y \ll L$$,
where $$L$$ is the distance at which the fluid becomes practically ideal.
This the so-called **slip-flow** region,
-in which the fluid is not stationary,
-but still viscosity-dominated.
+in which the fluid is not stationary, but still viscosity-dominated.
In 2D, the steady Navier-Stokes equations are as follows,
where the flow $$\va{v} = (v_x, v_y)$$:
@@ -66,13 +64,13 @@ Let $$\tilde{x}$$ and $$\tilde{y}$$ be dimenionless variables of order $$1$$:
$$\begin{aligned}
x
= L \tilde{x}
- \qquad \quad
+ \qquad \qquad
y
= \delta \tilde{x}
- \qquad \quad
+ \qquad \qquad
\pdv{}{x}
= \frac{1}{L} \pdv{}{\tilde{x}}
- \qquad \quad
+ \qquad \qquad
\pdv{}{y}
= \frac{1}{\delta} \pdv{}{\tilde{y}}
\end{aligned}$$
@@ -85,10 +83,10 @@ by [Bernoulli's theorem](/know/concept/bernoullis-theorem/):
$$\begin{aligned}
v_x
= U \tilde{v}_x
- \qquad \quad
+ \qquad \qquad
v_y
= \frac{U \delta}{L} \tilde{v}_y
- \qquad \quad
+ \qquad \qquad
p
= \rho U^2 \tilde{p}
\end{aligned}$$
@@ -124,15 +122,15 @@ and that faster velocities $$U$$ give thinner layers.
Furthermore, we expect *downstream thickening*:
with distance $$x$$, viscous stresses slow down the slip-flow,
leading to a gradual increase of $$\delta(x)$$.
-Some dimensional analysis thus yields the following estimate:
+Some dimensional analysis yields the following estimate:
$$\begin{aligned}
\delta
\approx \sqrt{\frac{\nu x}{U}}
- \sim \sqrt{\frac{\nu L}{U}}
+ \approx \sqrt{\frac{\nu L}{U}}
\end{aligned}$$
-We thus insert $$\delta = \sqrt{\nu L / U}$$ into the Navier-Stokes equations, giving us:
+So we insert $$\delta = \sqrt{\nu L / U}$$ into the Navier-Stokes equations, giving us:
$$\begin{aligned}
\tilde{v}_x \pdv{\tilde{v}_x}{\tilde{x}} + \tilde{v}_y \pdv{\tilde{v}_x}{\tilde{y}}
@@ -163,15 +161,14 @@ so we can drop many terms, leaving us with these redimensionalized equations:
$$\begin{aligned}
v_x \pdv{v_x}{x} + v_y \pdv{v_x}{y}
= - \frac{1}{\rho} \pdv{p}{x} + \nu \pdvn{2}{v_x}{y}
- \qquad \quad
+ \qquad \qquad
\pdv{p}{y}
= 0
\end{aligned}$$
The second one tells us that for a given $$x$$-value,
-the pressure is the same at the surface
-as in the main flow $$y > L$$, where the fluid is ideal.
-In the latter regime, we apply Bernoulli's theorem to rewrite $$p$$,
+the pressure is the same at the surface as in the ideal main flow $$y > L$$.
+In the latter regime, we can use Bernoulli's theorem to rewrite $$p$$,
using the *Bernoulli head* $$H$$ and the mainstream velocity $$U(x)$$:
$$\begin{aligned}
@@ -185,18 +182,19 @@ we arrive at the Prandtl equations:
$$\begin{aligned}
\boxed{
- v_x \pdv{v_x}{x} + v_y \pdv{v_x}{y}
- = U \dv{U}{x} + \nu \pdvn{2}{v_x}{y}
- \qquad \quad
- \pdv{v_x}{x} + \pdv{v_y}{y}
- = 0
+ \begin{aligned}
+ v_x \pdv{v_x}{x} + v_y \pdv{v_x}{y}
+ &= U \dv{U}{x} + \nu \pdvn{2}{v_x}{y}
+ \\
+ \pdv{v_x}{x} + \pdv{v_y}{y}
+ &= 0
+ \end{aligned}
}
\end{aligned}$$
A notable application of these equations is
the [Blasius boundary layer](/know/concept/blasius-boundary-layer/),
-where the surface in question
-is a semi-infinite plane.
+where the surface in question is a semi-infinite plane.