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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