7. From velocity field convergence to flow convergence 599
Proposition 6.9. Assume v
0
2 C
1
.D/ and w
0
2 C
1
.D/.Takek 2 N and also
assume w
0
2 V
k
.D/. Then, for each t>0,as & 0,
(6.92) v
.t; / ! v
0
and w
.t; / ! w
0
.t; /; in V
k
-norm:
Such a result is consistent with Prandtl’s principle, that in the boundary layer
it is normal derivatives of the velocity field, not tangential derivatives, that blow
up as ! 0. We mention that the convergence of R
2
.;t;x/ to 0 in V
k
-norm
follows from the analysis described in (6.50), and the convergence of R
1
.;t;x/
to 0 in V
k
-norm, given w
0
2 C
1
.D/, follows from a parallel analysis, carried
out in [MT2], but not here. The convergence of R
3
.;t;x/to 0 in V
k
-norm, given
v
0
;w
0
2 C
1
.D/, does not follow from the results on R
3
established here; this
requires further arguments.
The two cases analyzed above are much simpler than the general cases, which
might involve turbulent boundary layers and boundary layer separation. Another
issue is loss of stability of a solution as decreases. One can read more about such
problems in [Bat, Sch, ChM, OO], and references given there. We also mention
[VD], which has numerous interesting illustrations of fluid phenomena, at various
viscosities.
Exercises
1. Verify the characterization (6.12)ofvectorfieldsoftheform(6.11).
2. Verify the calculation (6.13)–(6.14).
3. Produce a proof of (6.90), at least for k D 1. Try for larger k.
7. From velocity field convergence to flow convergence
In 6 we have given some results on convergence of the solutions u
to the
Navier–Stokes equations
(7.1)
@u
@t
Cr
u
u
Crp
D u
on I ;
div u
D 0; u
ˇ
ˇ
I @
D 0; u
.0/ D u
0
;
to the solution u to the Euler equation
(7.2)
@u
@t
Cr
u
u Crp D 0 on I ;
div u D 0; u k@; u.0/ D u
0
;
as & 0 (given divu
0
D 0; u
0
k@).