
380 K. Gürlebeck and W. Sprößig
For the domains Ω =[−2, 2]
3
, we use a cubic equidistant grid of (N + 1) ×
(N +1) ×(N +1), N even, points with mesh size h =
4
N
corresponding to
Ω
h
=
mh =(m
1
h, m
2
h, m
3
h)
T
:−N/2 ≤m
1
,m
2
,m
3
≤N/2
.
For the stopping criteria, we use the discrete Sobolev norm, .:=.
w
1
p+3/α
with
p =4 and α =1/2, and fix δ = 10
−6
as error tolerance.
Example 1 Consider the stationary Navier–Stokes in Ω =[−2, 2]
3
ˆ
f(x)=
|x
1
|, |x
2
|, |x
3
|
T
.
Note that the right-hand side is not differentiable.
Table 1 shows the error after the third iteration for different grids. Figure 1 illus-
trates the development of the error during the iteration process. We can see that the
error decreases quickly. This is in accordance to our theoretical results. The iteration
was based on a fixed-point principle. We can also observe in Example 1 that the lack
of regularity at the origin is not an obstacle for the method.
9 Conclusions
The presented methods were also applied to the solution theory of some Galpern–
Sobolev equations
, an alternative model to the three-dimensional generalized
Korteweg–de Vries equations (we refer to [9]). Meanwhile, results are published
also on a three-dimensional analogue to Airy‘s equation for waves in rigid materi-
als [17].
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