Civil Engineering Reference
In-Depth Information
§ 6. The Stokes Equation
The Stokes equation describes the motion of an incompressible viscous fluid in an
n -dimensional domain (with n =
2 or 3):
u +
grad p =− f
in ,
div u
=
0in
,
( 6 . 1 )
u = u 0
on ∂.
n
Here u : −→ R
is the pressure. Since
we are assuming that the fluid is incompressible, div u = 0 when no sources or
sinks are present.
is the velocity field and p : −→ R
In order for a divergence-free flow to exist with given boundary values u 0 ,
by Gauss' integral theorem we must have
u 0 · νds =
u · νds =
div udx =
0 .
( 6 . 2 )
This compatibility condition on u 0 is obviously satisfied for homogeneous bound-
ary values.
By an appropriate scaling we can assume that the viscosity is 1, which we
have already done in writing (6.1).
The given external force field f causes an acceleration of the flow. The pres-
sure gradient gives rise to an additional force which prevents a change in the
density. In particular, a large pressure builds up at points where otherwise a source
or sink would be created. From a mathematical point of view, the pressure can be
regarded as a Lagrange multiplier.
[ C 2 () C 0 ( ¯ ) ] n and p C 1 () ,
then we call u and p a classical solution of the Stokes problem. Note that (6.1)
only determines the pressure p up to an additive constant, which is usually fixed
by enforcing the normalization
If (6.1) is satisfied for some functions u
pdx =
0 .
( 6 . 3 )
 
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