4.4. Existence by approximation 181
for ε>0 and construct the solution u of the original problem (4.4.1) as a limit of
solution u
ε
of (4.4.2) as ε → 0. This method is called a vanishing viscosity method
since the parameter ε resembles the viscosity in equations of fluid dynamics. The
viscosity solution is obtained as the limit of such a problem. The name of ‘vis-
cosity solution’ stems from this type of a vanishing viscosity method. For more
background the reader is referred to a book of P.-L. Lions (1982).
For spatially homogeneous level set equations as pointed out by Y.-G. Chen,
Y. Giga and S. Goto (1989), we approximate the equation by a strictly (or uni-
formly) parabolic equation and observe that a solution of a level set equation is
obtained as the local uniform limit of solutions of the approximate problem. In
the above paper by Y.-G. Chen, Y. Giga and S. Goto (1989), the way of approxi-
mation was not mentioned. For the level set mean curvature flow equation L. C.
Evans and J. Spruck (1991) solved a strictly parabolic equation of the form
u
t
−
|∇u|
2
+ ε
2
div
∇u
ε
2
+ |∇u|
2
=0 (4.4.3)
or equivalently
u
t
− ∆u +
1≤i,j≤n
u
x
i
u
x
j
ε
2
+ |∇u|
2
u
x
i
x
j
=0 (4.4.4)
with suitable initial data. Then they obtained a solution of the level set equation
(1.6.7) with initial data u
0
∈ K
α
(R
N
) as a local uniform limit of the solution of
(4.4.4).
This method consists of two parts:
(i) Solvability of approximate problem. One has to solve (4.4.3).
(ii) Limiting procedure. One has to prove that the desired solution of (1.6.7)
is obtained as a limit of the approximate solution u
ε
of (4.4.4).
For the first part (i) we need the theory of parabolic equations; see e.g. the book of
O. A. Ladyˇzhenskaya, V. A. Solonnikov and N. N. Ural´ceva (1968) or A. Lunardi
(1995). So we do not touch this problem here. We give a precise statement for part
(ii).
Theorem 4.4.1. Assume that u
ε
∈ C(R
N
× (0, ∞)) is a unique smooth solution
of (4.4.3) with initial data u
0
∈ BUC(R
N
). Then there exists u ∈ C(R
N
× [0, ∞))
such that u ∈ BUC(R
N
× [0,T)) for every T>0 and that u is obtained as a local
uniform limit of u
ε
in R
N
× [0, ∞). Moreover, u is a viscosity solution of (1.6.7).
The statement is actually a special version of our convergence result (Theorem
4.6.3). It is easy to check assumptions of Theorem 4.6.3 are fulfilled.
However, there is a more classical way to prove such a statement when u
0
is more regular. Indeed, if u
0
∈ C
2
(R
N
) ∩ K
α
(R
N
) by the maximum principle,
one gets a uniform bound for |∇u
ε
|, |u
ε
|, |u
ε
t
| in R
N
× (0, ∞). By Ascoli–Arz`ela’s