1 Linear Invariant Subspaces: Examples 7
where parameters of translations in x and t are not included. Therefore, this is a
two-parameter family of solutions.
Such a simple solution initiated a discussion on general invariant group origins of
exact solutions. Written in the form of
u(x , t) =−
1
2β
+ ϕ(t)ψ(x), with ϕ(t) =
1
2βt
2
and ψ(x) = x
2
+ 3γ,
the solution looks like a standard affine version of a separable solution
i.e., becom-
ing separable after shifting in u by −
1
2β
, and hence is expected to be obtained by
local group approaches dealing with groups of scaling or other non-classical meth-
ods. Nevertheless, it was proved that ”...the entire two-parameter family could not
have come from a single local group,” [448, p. 111].
Concerning the invariant subspace treatment of (1.20), it is easy to observe the
subspace W
2
= L{1, x
2
} that is invariant under the quadratic operator F in (1.19).
As done in Example 1.6, we take solutions (1.16) on the extended subspace W
3
, and,
on substitution into the PDE, obtain the system
C
1
= 2C
3
+ 2βC
2
2
+ 4βC
1
C
3
+ 2γ C
3
,
C
2
= 12βC
2
C
3
,
C
3
= 12βC
2
3
.
As far as explicit solutions are concerned, the last equation gives
C
3
(t) =
1
2βt
2
.
Substituting into the second ODE yields Euler’s equation (1.18). Finally, the follow-
ing solutions of the Boussinesq-type equation (1.19) are obtained:
u(x , t) =−
1
2β
+
β A
2
t
8
27
+ β ABt
3
+
3γ
2β
+
β B
2
2
1
t
2
+ Dt
2
+
E
t
+
At
3
+
B
t
2
x +
1
2βt
2
x
2
.
Bearing in mind translations in x and t, this is a six-parameter family of solutions
which, for A = B = D = E = 0, gives the Olver–Rosenau solution (1.20).
1.1.4 Examples from reaction-diffusion-absorption theory
We next turn the attention to nonlinear reaction-diffusion-absorption PDEs which
have given a record number of various exact solutions, including those on invariant
subspaces. The basic nonlinear diffusion operator in such parabolic equations was
already derived by J. Boussinesq [77] , who, in 1904, studied non-stationary flows of
soil water under the presence of free surface, and derived the PDE
u
t
= γ(uu
x
)
x
. (1.21)
Here, γ =
k
m
is a positive constant, where k is the filtration coefficient and m is the
porosity of soil. The function u = u(x, t) is the pressure of the ground water. Here,
(1.21) is the quadratic porous medium equation (PME). Boussinesq also derived the
exact solution of the PME (1.21) in separate variables
u(x , t) = X (x )T (t).
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