Ann.
Acad.
Rom.
Sci.
Ser.
Math.
Appl.
ISSN
2066-6594
Vol.
18,
No.
4/2026
WEAK
DISCONTINUITY
WAVES
IN
ISOTROPIC
POROUS
MEDIA
FILLED
BY
A
FLUID
FLOW
∗
Alessio
Fam`
a
†
Liliana
Restuccia
‡
Dedicated
to
Professor
Constantin
Fetecau
on
the
occasion
of
his
80th
anniversary
DOI 10.56082/annalsarscimath.2026.4.265
Abstract
In
this
paper
the
propagation
of
weak
discontinuity
waves
is
in-
vestigated
in
a
special
isotropic
porous
medium
filled
by
a
fluid
flow.
To
this
aim
we
introduce
a
new
variable
related
to
the
surface
across
which
the
first
derivatives
of
the
solutions
of
the
governing
equations
undergo
a
jump.
Following
a
Boillat’s
methodology
for
quasi-linear
and
hyperbolic
systems
of
the
first
order,
we
have
investigated,
in
an
one-dimensional
case,
the
propagation
of
one
solution
into
an
uniform
unperturbed
state
in
the
first
approximation,
obtaining
the
Bernoulli’s
equation
governing
the
evolution
of
the
amplitude
of
the
weak
discon-
tinuity
wave,
the
wave
front,
the
velocity
along
the
characteristic
rays,
the
approximated
solution
and
the
critical
time.
The
results
obtained
can
be
applied
in
certain
technical
fields,
such
as
biology,
the
medical
sciences
and
geology.
Keywords:
weak
discontinuity
waves,
partial
differential
equations,
ap-
proximate
solutions,
non-equilibrium
thermodynamics,
porous
media
filled
by
a
fluid
flow.
∗
Accepted
for
publication
on
October
02,
2026
†
alessio.fama.04@gmail.com
,
University
of
Messina,
Department
of
Mathematical
and
Computer
Sciences,
Physical
Sciences
and
Earth
Sciences,
Viale
F.
Stagno
d’Alcontres,
Salita
Sperone
31,
98166
Messina,
Italy
‡
lrestuccia@unime.it
,
University
of
Messina,
Department
of
Mathematical
and
Com-
puter
Sciences,
Physical
Sciences
and
Earth
Sciences,
Viale
F.
Stagno
d’Alcontres,
Salita
Sperone
31,
98166
Messina,
Italy
265
Weak
discontinuity
waves
in
isotropic
porous
media
266
MSC:
35A25,
74A15,
74F10,
80A17.
1
Introduction
The
study
of
media
with
thin
porous
channels
may
have
relevance
in
the
description
of
phenomena
accompanying
fluid
flows
in
porous
structures
and
find
applications
in
applied
sciences,
like
biology,
medical
sciences,
seis-
mic
engineering.
Here,
we
use
a
thermodynamic
theory
(see
[38],
[39],
[41]
and
[42]),
formulated
following
the
methods
of
the
extended
rational
ther-
modynamics
[7],
[21],
[22],
[23],
[30],
[31],
[33],
[45],
with
internal
variables
(see
[1],
[23],
[28],
[29],
[32]
and
also
[40]).
More
precisely,
in
[38]
and
[39]
introducing
as
internal
variable
the
struc-
tural
permeability
tensor
`
a
la
Kubik
[24],
see
also
[38]
and
[41],
describing
the
influence
of
thin
porous
channels
on
the
other
fields,
occurring
inside
the
considered
media,
a
model
was
developed
for
porous
media
filled
by
a
fluid
flow.
By
the
analysis
of
the
entropy
inequality,
using
Liu’s
theorem
[27],
the
constitutive
theory
and
the
rate
equations
for
the
fluxes
and
the
porosity
field
were
constructed
as
objective
functions,
in
a
special
case.
Smith’s
theo-
rem
[43]
was
used.
In
[41]
and
[42]
constitutive
relations,
rate
equations
and
other
results
were
derived
for
the
same
media
in
the
anisotropic
case.
In
[10]
the
isotropic
case
was
treated.
In
[11]
a
thermodynamic
theory
for
erosion
and/or
deposition
in
elastic
porous
media
was
developed
by
the
authors.
In
[9],
[12],
[13],
in
special
isotropic
cases
the
harmonic
waves
propaga-
tion
of
coupled
porosity-fluid
concentration
flux
fields,
of
coupled
porosity-
fluid
concentration
flux-temperature
fields
and
of
porosity-temperature
fields
were
investigated,
respectively.
In
this
article
utilizing
a
model
derived
in
[9]
for
perfect
isotropic
porous
media
satured
by
fluid
flow
in
a
particular
case,
the
propagation
of
weak
discontinuity
waves
is
investigated,
confining
us
only
to
the
porosity,
fluid
concentration
fields
and
their
fluxes.
Several
physical
problems
are
described
by
nonlinear
hyperbolic
PDEs.
Following
A.
Jeffrey
in
[20],
the
solution
hypersurfaces
of
these
are
referred
to
as
waves,
because
they
may
be
interpreted
as
representing
propagating
wavefronts.
The
solution
ahead
of
the
wavefront
may
called
undisturbed,
whilst
the
solution
on
the
other
side
may
be
regarded
as
a
propagating
disturbance
wave
entering
in
the
region
of
the
undisturbed
solution.
Be-
cause
the
closed-form
solutions
of
nonlinear
PDEs
are
rare,
solutions
are
investigated,
called
nonlinear
waves
,
that
can
present
various
types
of
dis-
continuities.
As
some
surface
is
crossed,
the
solution
and/or
some
of
its
derivatives
undergo
a
jump:
in
the
first
case
the
solution
presents
a
shock
,
A.
Fam`
a,
L.
Restuccia
267
or
it
is
a
shock
wave
,
in
the
second
case
we
are
in
presence
of
a
disconti-
nuity
waves
(jumps
of
the
first
order
derivatives)
[2–4,8,17–20,25,26].
Also
we
can
have
instead
of
the
jump
smooth
solutions
of
the
non
linear
hyper-
bolic
PDEs,
that
present
a
steep
variation
in
the
normal
direction
to
the
associated
wavefront,
called
asymptotic
waves
(see
[5,6,14–16,36]).
The
paper
is
organized
as
follows.
In
section
2,
we
present
the
equations
of
the
thermodynamical
model
formulated
in
[38],
used
to
describe
the
be-
havior
of
porous
media
filled
by
a
fluid
flow
in
anisotropic
and
isotropic
cases
(see
[39],
[41]
and
[42])
and
we
consider
a
particular
isotropic
case,
worked
out
in
[9],
where
the
model
is
confined
only
to
porosity
and
the
fluid
con-
centration
fields
and
their
fluxes,
and
some
interactions
among
some
fields
are
neglected.
In
this
paper
some
coefficients
of
the
governing
equations
are
assumed
to
be
non-constant,
depending
on
the
fields
involved,
obtaining
a
non-linear
PDEs
system.
In
sections
3,
4
and
5,
the
methodology
esta-
blished
by
Boillat
to
determine
the
weak
discontinuity
waves
for
quasi-linear
and
hyperbolic
systems
of
the
first
order
is
illustrated,
introducing
a
new
variable
related
to
the
surface
across
which
the
first
derivatives
of
the
so-
lutions
of
the
governing
equations
undergo
a
jump.
In
sections
6
and
7,
in
an
one-dimensional
case,
we
study
the
propagation
of
one
solution
into
an
uniform
unperturbed
state
in
the
first
approximation,
obtaining
the
associ-
ated
wave
front,
the
velocity
along
the
characteristic
rays,
the
Bernoulli’s
equation
governing
the
evolution
of
the
associated
weak
discontinuity
wave
amplitude
and
the
approximated
solution.
Also,
we
calculate
the
critical
time,
that
represents
the
instant
in
which
the
solution
ceases
to
exist
or
to
be
unique
or,
from
the
point
of
view
of
the
non-linear
waves,
the
weak
discontinuity
wave
amplitude
becomes
unbounded,
and
this
may
correspond
to
the
formation
of
a
shock
wave.
2
The
model
In
the
following
we
use
the
standard
Cartesian
tensor
notation
in
rectan-
gular
coordinate
systems
and
we
refer
to
a
current
configuration
K
t
at
the
time
t
.
We
take
into
consideration
the
theory
for
a
porous
medium
filled
by
a
fluid
flow,
formulated
in
[38],
[39],
[42],
[41],
in
the
framework
of
ra-
tional
extended
thermodynamics,
where
we
have
assumed
that
within
the
medium
there
are
present
the
elastic
field
described
by
the
symmetric
stress
tensor
τ
ij
and
the
small-strain
tensor
ε
ij
;
the
thermal
field
described
by
the
temperature
T
,
its
gradient
T
,i
and
the
heat
flux
q
i
;
the
field
of
the
fluid
concentration
c
,
its
gradient
c
,i
and
its
flux
j
c
i
;
the
porosity
field,
whose
Weak
discontinuity
waves
in
isotropic
porous
media
268
geometric
description
is
given
by
a
structural
permeability
tensor
r
ij
`
a
la
Kubik
(see
[24]
and
for
instance
[41]),
its
gradient
r
ij,k
and
its
flux
V
ijk
,
since
the
thin
porous
channels
sometimes
can
self
propagate
because
of
some
sur-
rounding
favorable
conditions.
We
have
chosen
the
following
thermodynamic
state
vector:
C
=
{
ε
ij
,
c,
T,
r
ij
,
j
c
i
,
q
i
,
c
,i
,
T
,i
,
r
ij,k
,
V
ijk
}
,
(1)
where
ε
ij
=
1
2
(
u
i,j
+
u
j,i
)
,
with
u
i
the
displacement
field.
In
the
previous
papers
we
have
supposed
that
the
elastic
porous
medium
and
the
fluid,
flowing
inside
it,
constitute
two-components
mixture,
ρ
1
being
the
fluid
mass
density
and
ρ
2
the
density
of
the
porous
skeleton,
with
ρ
1
ρ
2
,
so
that
we
have
ρ
=
ρ
1
+
ρ
2
,
with
ρ
the
density
of
the
mixture
as
a
whole,
supposed
constant.
We
have
considered
two
groups
of
laws.
The
first
group
is
concerning
the
classical
balance
equations:
-
the
continuity
equation
ρ
˙
c
+
j
c
i,i
=
0
,
(2)
where
the
source
term
is
neglected,
a
superimposed
dot
indicates
the
mate-
rial
derivative
(i.e.
d
dt
=
∂
∂t
+
x
γ
∂
∂x
γ
),
a
comma
in
lower
indices
indicates
the
spatial
derivation
and
Einstein
convention
for
repeated
indices
is
used.
In
(2)
the
concentration
of
the
fluid
is
defined
by
c
=
ρ
1
ρ
and
its
flux
j
c
i
is
given
by
j
c
i
=
ρ
1
(
v
1
i
−
v
i
)
,
where
v
1
i
is
the
fluid
velocity
and
v
i
is
the
barycentric
velocity
of
the
mixture,
defined
by
ρv
i
=
ρ
1
v
1
i
+
ρ
2
v
2
i
,
with
v
2
i
the
porous
medium
velocity.
-
the
momentum
balance
ρ
˙
v
i
−
τ
ji,j
−
f
i
=
0
,
(3)
where
f
i
denotes
a
body
force,
disregarded
in
the
following
for
the
sake
of
simplicity;
-
the
internal
energy
balance
ρ
˙
e
−
τ
ji
v
i,j
+
q
i,i
−
ρh
=
0
,
(4)
where
e
is
the
internal
energy
density,
h
is
the
energy
source
density
(ne-
glected
in
the
following)
and
v
i,j
is
the
gradient
of
the
barycentric
velocity.
The
second
group
is
concerning
the
rate
equations
for
the
porosity
field
r
ij
,
its
flux
V
ijk
,
the
heat
flux
q
i
and
the
fluid-concentration
flux
j
c
i
,
con-
structed
in
such
a
way
that
they
obey
the
objectivity
and
frame-indifference
A.
Fam`
a,
L.
Restuccia
269
principles
(see
[34],
[35],
[44]).
We
have
chosen
for
these
evolution
equations
the
following
form
∗
r
ij
+
V
ijk,k
−
R
ij
(
C
)
=
0
,
(5)
∗
j
c
i
−
J
c
i
(
C
)
=
0
,
(6)
∗
q
i
−
Q
i
(
C
)
=
0
,
(7)
∗
V
ijk
−
V
ijk
(
C
)
=
0
.
(8)
In
equations
(5)-(8)
the
quantities
R
ij
(
C
),
J
c
i
(
C
),
Q
i
(
C
)
and
V
ijk
(
C
)
are
the
source-like
terms
which
deal
with
the
creation
or
annihilation
of
porous
channels,
the
fluid
concentration
flux
source,
the
heat
source
and
the
source
term
for
the
structural
permeability
field
flux,
respectively,
and
represent
constitutive
functions
of
the
independent
variables
of
the
set
(1),
the
superimposed
asterisk
indicates
the
Zaremba-Jaumann
derivative
(see
[34],
[44]),
i.e.
∗
r
ij
=
˙
r
ij
−
Ω
ik
r
kj
−
Ω
jk
r
ik
,
∗
j
c
i
=
˙
j
c
i
−
Ω
ik
j
c
k
,
∗
q
i
=
˙
q
i
−
Ω
ik
q
k
,
∗
V
ijk
=
˙
V
ijk
−
Ω
il
V
ljk
−
Ω
jl
V
ilk
−
Ω
kl
V
ijl
,
with
Ω
ij
=
1
2
(
v
i,j
−
v
j,i
)
the
antisymmetric
part
of
the
velocity
gradient
and
v
i
the
velocity
field
of
the
body.
In
[38],
[39]
the
constitutive
functions
and
the
rate
equations
were
obtained
in
special
isotropic
case
to
close
the
system
of
balance
equations.
The
entropy
inequality
was
analyzed
by
Liu’s
theorem
(see
[27]).
In
[42]
(see
also
[41])
we
have
obtained
the
following
rate
equations
in
the
anisotropic
case
for
the
fields
r
ij
,
j
c
i
,
q
i
and
V
ijk
˙
r
ij
+
V
ijk,k
=
β
1
ijkl
ε
kl
+
β
2
ijkl
r
kl
+
β
3
ijk
j
c
k
+
β
4
ijk
q
k
+
β
5
ijklm
V
klm
+
β
6
ijk
c
,k
+
β
7
ijk
T
,k
+
β
8
ijklm
r
kl,m
,
(9)
τ
j
c
ij
˙
j
c
j
=
−
j
c
i
+
ξ
2
ij
q
j
+
ξ
3
ijkl
V
jkl
−
ξ
4
ij
c
,j
+
ξ
5
ij
T
,j
+
ξ
6
ijkl
r
jk,l
,
(10)
τ
q
ij
˙
q
j
=
χ
1
ij
j
c
j
−
q
i
+
χ
3
ijkl
V
jkl
+
χ
4
ij
c
,j
−
χ
5
ij
T
,j
+
χ
6
ijkl
r
jk,l
,
(11)
˙
V
ijk
=
γ
1
ijkl
j
c
l
+
γ
2
ijkl
q
l
+
γ
3
ijklmn
V
lmn
+
γ
4
ijkl
c
,l
+
γ
5
ijkl
T
,l
+
γ
6
ijklmn
r
lm,n
,
(12)
with
τ
j
c
ij
and
τ
q
ij
relaxation
time
tensors
of
the
fields
j
c
i
and
q
i
,
respectively.
In
equations
(9)-(12)
we
have
assumed
the
material
derivative
can
be
used
instead
of
Zaremba-Jaumann
derivative.
Equations
(9)-(12)
describe
dis-
turbances,
having
finite
velocity
of
propagation
and
own
relaxation
time
to
Weak
discontinuity
waves
in
isotropic
porous
media
270
reach
the
respective
thermodynamic
equilibrium
values.
Equations
(9)
and
(12)
describe
the
evolution
of
the
porosity
field,
of
its
flux
and
in
their
right
hand
sides
the
source
terms
represent
the
contributions
of
the
fields
occur-
ring
inside
these
media.
Equations
(10)
and
(11)
are
the
anisotropic
Fick-
Nonnenmacher
equation
for
the
fluid
concentration
flux
and
the
anisotropic
generalized
Maxwell-Vernotte-Cattaneo
equation
for
the
heat
flux,
respec-
tively.
2.1
Evolution
equations
for
the
concentration
of
the
fluid
and
the
porosity
fields
and
their
fluxes
in
a
special
case
In
[9]
we
have
treated
the
special
case
of
perfect
isotropic
media,
where
their
geometric,
transport
and
thermal
properties
are
invariant
respect
to
all
rotations
and
inversions
of
the
frame
axes
(under
orthogonal
transforma-
tions).
We
have
assumed
the
media
into
consideration
are
at
rest
and
we
have
disregarded
some
cross
effects
among
the
fields
confining
us
only
to
the
porosity
and
the
fluid
concentration
fields
and
their
fluxes.
In
particular,
taking
into
account
equation
(2),
(10),
(9)
and
(12),
in
[9]
we
have
worked
out
the
following
system
of
equations
ρ
∂c
∂t
+
j
c
k,k
=
0
,
(13)
τ
j
c
∂j
c
i
∂t
=
−
j
c
i
+
α
c
r
,i
−
ρD
c
c
,i
,
(14)
∂r
∂t
+
V
k,k
=
0
,
(15)
τ
ν
∂
V
k
∂t
=
−V
k
−
D
ν
r
,k
+
α
ν
c
,k
,
(16)
with
α
c
and
α
ν
constant
coupling
coefficients,
τ
j
c
and
τ
ν
the
constant
re-
laxation
times
of
the
field
j
c
i
and
V
ijk
,
and
D
c
,
D
ν
the
constant
diffusion
coefficients
of
the
fluid
concentration
and
porosity
fields,
respectively.
Fur-
thermore,
in
(13)
the
mass
density
was
supposed
constant
and
in
equation
(15)
the
number
of
the
very
thin
porous
channels
was
assumed
locally
con-
served.
In
this
paper
we
suppose
that
in
(14)
and
(16)
the
two
coupling
coef-
ficients
α
c
and
α
ν
are
functions
of
at
least
class
C
1
of
the
type
α
c
=
α
c
(
r
)
and
α
ν
=
α
ν
(
c
),
and
we
investigate
the
weak
discontinuity
waves
of
the
PDEs
system
(13)-(16).
A.
Fam`
a,
L.
Restuccia
271
3
Weak
discontinuity
waves
of
the
non-linear
PDEs
system
into
consideration
Following
Boillat
[2],
let
us
observe
that
the
system
of
equations
(13)-
(16)
can
be
written
in
the
following
matrix
form:
A
α
(
U
)
U
α
=
B
(
U
)
(
α
=
0
,
1
,
2
,
3)
,
(17)
where
x
0
=
t
indicates
the
time,
x
1
,
x
2
,
x
3
are
the
space
coordinates,
U
α
=
∂
U
∂x
α
,
U
is
the
vector
of
the
unknown
functions
(depending
on
x
α
)
U
=
(
c,
j
c
1
,
j
c
2
,
j
c
3
,
r,
V
1
,
V
2
,
V
3
)
T
,
(18)
the
vector
B
is
defined
by
B
=
(0
,
−
j
c
1
,
−
j
c
2
,
−
j
c
3
,
0
,
−V
1
,
−V
2
,
−V
3
)
T
,
(19)
and
finally
A
α
(
α
=
0
,
.
.
.
,
3)
are
the
following
8
×
8
square
matrices
A
0
=
ρ
0
0
0
0
0
0
0
0
τ
j
c
0
0
0
0
0
0
0
0
τ
j
c
0
0
0
0
0
0
0
0
τ
j
c
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
τ
ν
0
0
0
0
0
0
0
0
τ
ν
0
0
0
0
0
0
0
0
τ
ν
,
(20)
A
1
=
0
1
0
0
0
0
0
0
ρD
c
0
0
0
−
α
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
−
α
ν
0
0
0
D
ν
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
,
(21)
Weak
discontinuity
waves
in
isotropic
porous
media
272
A
2
=
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
ρD
c
0
0
0
−
α
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
−
α
ν
0
0
0
D
ν
0
0
0
0
0
0
0
0
0
0
0
,
(22)
A
3
=
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ρD
c
0
0
0
−
α
c
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
−
α
ν
0
0
0
D
ν
0
0
0
.
(23)
In
(18)
and
(19)
the
symbol
(
...
)
T
means
that
U
and
B
are
column
vectors.
Since
A
α
=
A
α
(
U
),
the
PDEs
system
(17)
is
a
quasi-linear
system.
We
suppose
that
the
system
admits
a
known
solution
in
the
uniform
unperturbed
state
U
0
that
satisfy
the
following
condition
A
α
(
U
0
)
U
0
α
=
B
(
U
0
)
(
α
=
0
,
1
,
2
.
3)
.
(24)
3.1
Introduction
of
a
new
variable
Let
us
assume
(see
[2],
[20])
that
the
system
(17)
describes
a
perturbation
propagating
into
an
unperturbed
state
characterized
by
the
vector
U
0
and
the
hypersurface
S
ϕ
(
t,
x
1
,
x
2
,
x
3
,
x
4
)
=
0
,
(25)
improperly
called
wavefront
and
supposed
to
be
characterized
by
the
fact
that
the
first
derivatives
of
the
solution
U
of
the
system
(17)
undergo
a
jump
crossing
it.
ϕ
(
x
α
)
=
0
separates
the
region
perturbed,
ϕ
(
x
α
)
=
0
+
,
by
the
unperturbed,
ϕ
(
x
α
)
=
0
−
,
and
moves
in
the
Euclidean
space
E
3+1
(when
the
time
flows).
The
solution
U
is
supposed
continuous.
We
remind
that
the
wavefront
ϕ
(
x
α
)
=
0
is
still
an
unknown
function.
In
order
to
determine
it,
we
see
that
from
(25)
along
S
we
have
dϕ
dt
=
0,
implying
∂ϕ
∂t
+
v
·
grad
ϕ
=
0
,
or,
equivalently,
∂ϕ/∂t
|
grad
ϕ
|
+
v
·
grad
ϕ
|
grad
ϕ
|
=
0
,
with
A.
Fam`
a,
L.
Restuccia
273
(grad)
i
=
∂
∂x
i
and,
obviously,
grad
ϕ
|
grad
ϕ
|
=
n
the
normal
unit
vector
to
the
hypersurface
S
,
such
that
the
previous
equality
reads
∂ϕ/∂t
|
grad
ϕ
|
+
v
·
n
=
0
.
(26)
Introducing
the
notations
λ
=
−
∂ϕ/∂t
|
grad
ϕ
|
,
Ψ(
U
,
ϕ
α
)
=
ϕ
t
+
λ
(
U
,
n
)
|
grad
ϕ
|
,
(27)
with
ϕ
α
=
∂ϕ
∂x
α
,
Λ
i
(
U
,
n
)
=
∂
Ψ
∂ϕ
i
,
we
obtain
the
velocity
normal
to
the
progressive
wave
,
λ
,
given
by
λ
(
U
,
n
)
=
v
·
n
,
(28)
and
the
components
of
a
speed,
called
radial
velocity
,
Λ
,
defined
by
Λ
i
(
U
,
n
)
=
∂
Ψ
∂ϕ
i
=
λn
i
+
∂λ
∂n
i
−
n
·
∂λ
∂
n
n
i
(
i
=
1
,
2
,
3)
.
(29)
From
equation
(29)
we
have
Λ
i
n
i
=
λ,
(30)
i.e.
the
velocity
of
propagation
of
the
wavefront
λ
is
the
component
of
radial
velocity
Λ
along
the
normal
to
the
wavefront.
Introducing
the
function
ϕ
=
ϕ
(
x
α
)
as
new
variable,
continuous
together
with
its
first
and
second
derivatives,
the
derivative
with
respect
to
x
α
is
given
by
U
α
=
U
ϕ
ϕ
α
,
(31)
where
U
ϕ
=
∂
U
∂ϕ
and
ϕ
α
=
∂ϕ
∂x
α
.
Moreover,
we
introduce
the
jump
symbol
by
[
]
=
lim
ϕ
→
0
+
(
)
−
lim
ϕ
→
0
−
(
),
defined
by
the
difference
between
the
value
of
a
quantity
in
the
unperturbed
state
and
the
perturbed
state
calculated
on
the
surface
ϕ
(
x
α
)
=
0.
Thus,
the
jump
Π
of
the
normal
derivative
U
ϕ
is
given
by
[
U
]
=
0
,
Π
=
[
U
ϕ
]
=
lim
ϕ
→
0
+
(
U
ϕ
)
−
lim
ϕ
→
0
−
(
U
ϕ
)
.
(32)
From
equations
(17),
(24)
and
(31)
we
have
the
following
relations
A
α
(
U
)
U
ϕ
ϕ
α
=
B
(
U
)
and
A
α
(
U
0
)
U
0
ϕ
ϕ
α
=
B
(
U
0
)
.
(33)
Weak
discontinuity
waves
in
isotropic
porous
media
274
Subtracting
equation
(33)
2
from
equation
(33)
1
and
by
computing
on
the
surface
ϕ
(
x
α
)
=
0,
where
U
=
U
0
,
A
α
(
U
0
)
=
A
α
(
U
)
and
B
(
U
0
)
=
B
(
U
)
,
we
get
(
A
α
)
0
ϕ
α
[
U
ϕ
]
=
0
,
i.e.
(
A
α
)
0
ϕ
α
Π
=
0
,
(34)
where
(
A
α
)
0
ϕ
α
represents
a
8
×
8
matrix
and
equation
(34)
2
is
a
homoge-
neous
system
in
the
8
components
of
Π
.
Introducing
the
quantities
n
and
λ
,
defined
in
equation
(27)
1
,
the
system
(34)
2
takes
the
form
A
i
n
i
−
λ
A
0
Π
=
0
,
(35)
which
has
non-trivial
solutions
only
if
its
determinant
vanishes,
i.e.
det
A
n
−
λ
A
0
=
0
.
(36)
with
A
n
=
A
i
n
i
.
Equation
(35)
shows
that
Π
can
be
taken
proportional
to
the
right-
eigenvector
d
of
A
n
,
corresponding
to
some
eigenvalue
λ
.
In
the
case
where
the
eigenvalue
λ
has
multiplicity
1,
Π
has
the
form
[2]
Π
=
π
(
x
i
,
t
)
d
.
(37)
Thus,
in
order
to
determine
Π
we
have
to
determine
the
function
π
=
π
(
x
α
).
Since
A
0
is
a
non-singular
matrix,
the
system
(17)
can
be
written
in
the
form
U
t
+
(
A
0
)
−
1
A
i
U
i
=
(
A
0
)
−
1
B
(
U
)
,
(
i
=
1
,
2
,
3)
,
(38)
where
(
A
0
)
−
1
=
1
ρ
0
0
0
0
0
0
0
0
1
τ
j
c
0
0
0
0
0
0
0
0
1
τ
j
c
0
0
0
0
0
0
0
0
1
τ
j
c
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
τ
ν
0
0
0
0
0
0
0
0
1
τ
ν
0
0
0
0
0
0
0
0
1
τ
ν
(39)
is
the
inverse
matrix
of
A
0
.
In
the
following
we
continue
to
call
A
i
the
matrices
(
A
0
)
−
1
A
i
,
and
B
the
vector
(
A
0
)
−
1
B
,
this
allows
the
system
to
take
the
following
form
U
t
+
A
i
U
i
=
B
(
U
)
(
i
=
1
,
2
,
3)
.
(40)
From
equation
(36)
we
have
the
following
eigenvalues
problem
det
A
n
−
λ
I
=
0
.
(41)
A.
Fam`
a,
L.
Restuccia
275
4
Wave
front
and
first
approximation
of
U
Let
us
consider
the
propagation
in
a
uniform
state
U
0
.
The
quantity
(27)
2
becomes
zero
on
the
wavefront
ϕ
(
x
α
)
=
0
having
velocity
λ
=
λ
0
(see
(26)),
i.e.
Ψ(
U
0
,
ϕ
α
)
=
ϕ
t
+
λ
0
(
U
0
,
n
0
)
|
grad
ϕ
|
=
Ψ
0
=
0
.
(42)
To
solve
equation
(42)
the
characteristic
rays
,
called
characteristic
curves
of
the
system
(17),
are
introduced,
defined
by
the
following
differential
equa-
tions
dx
α
dσ
=
∂
Ψ
0
∂ϕ
α
,
dϕ
α
dσ
=
−
∂
Ψ
0
∂x
α
,
(43)
where
σ
is
the
time
along
the
characteristic
rays.
From
equations
(42)
and
(43)
2
we
obtain
∂
Ψ
0
∂x
α
=
0,
from
which
we
obtain
that
ϕ
α
are
constant
along
the
characteristic
rays.
By
integration
of
equation
(43)
1
one
obtains
x
0
=
t
=
σ,
(44)
x
i
(
σ
)
=
x
i
0
+
Λ
0
i
σ,
(
i
=
1
,
2
,
3)
,
(45)
with
x
i
0
=
x
i
|
σ
=0
and
Λ
0
i
=
Λ
i
(
U
0
,
n
0
)
,
(
i
=
1
,
2
,
3)
.
(46)
If
we
denote
by
ϕ
0
the
given
initial
surface,
we
have
ϕ
|
σ
=0
=
ϕ
0
(
x
i
0
)
and
n
0
represents
the
unit
normal
vector
to
the
wavefront
at
the
point
x
i
0
defined
by
n
0
=
grad
ϕ
|
grad
ϕ
|
σ
=0
=
grad
0
ϕ
0
grad
0
ϕ
0
,
with
(grad
0
)
i
≡
∂
∂x
i
0
(
i
=
1
,
2
,
3)
.
(47)
Thus,
x
=
x
|
σ
=0
+
Λ
0
σ
and
since
the
Jacobian
J
of
the
transformation
x
→
x
|
t
=0
is
non-vanishing,
i.e.
J
=
det
∂
Λ
0
k
∂x
i
0
σ
+
δ
ik
=
0
(
i,
k
=
1
,
2
,
3)
,
(48)
it
follows
that
in
the
first
approximation
we
obtain
ϕ
(
σ,
x
i
)
=
ϕ
0
(
x
i
−
Λ
0
i
σ
)
.
(49)
Weak
discontinuity
waves
in
isotropic
porous
media
276
Then,
expanding
the
vector
U
up
the
first-order
approximation
in
a
neighborhood
of
the
wavefront
ϕ
(
x
α
)
=
0
we
have
U
=
(
U
)
ϕ
=0
+
+
∂
U
∂ϕ
ϕ
=0
+
ϕ
+
O
(
ϕ
2
)
,
(50)
U
0
=
U
0
ϕ
=0
−
+
∂
U
0
∂ϕ
ϕ
=0
−
ϕ
+
O
(
ϕ
2
)
.
(51)
Subtracting
equation
(51)
from
(50)
we
get
U
=
U
0
+
ϕ
Π
+
O
(
ϕ
2
)
,
(52)
where
O
(
ϕ
2
)
is
the
Landau’s
notation
and
represents
infinitesimals
of
higher
order
respect
to
ϕ
.
5
Bernoulli’s
equation
for
the
amplitude
of
discontinuity
π
In
(52),
following
[2],
the
amplitude
of
discontinuity
π
satisfies
Bernoulli’s
equation
having
the
form
l
0
·
d
0
dπ
dσ
+
(
∇
Ψ
·
d
)
0
π
2
+
d
dσ
ln
√
J
π
=
F
0
π,
(53)
(
∇
Ψ
·
d
)
0
=
(
|
grad
ϕ
|∇
λ
·
d
)
0
,
F
0
=
(
∇
(
l
·
B
)
·
d
)
0
,
(54)
with
∇
≡
∂
∂c
,
∂
∂j
c
1
,
∂
∂j
c
2
,
∂
∂j
c
3
,
∂
∂r
,
∂
∂
V
1
,
∂
∂
V
2
,
∂
∂
V
3
and
d
0
the
right
eigenvector
corresponding
to
the
eigenvalue
λ
0
.
We
remind
that
the
quantity
l
0
·
d
0
is
always
different
from
zero
by
virtue
of
the
hyperbolicity
of
the
system
[8].
In
[2]
it
was
seen
that
is
possible
to
solve
the
equation
(53)
with
the
position
π
=
h
(
σ
)
√
J
Φ(
σ
)
,
with
h
(
σ
)
=
h
0
exp
−
σ
0
F
0
(
l
·
d
)
0
dτ
,
(55)
Φ(
σ
)
=
1
+
σ
0
(
∇
Ψ
·
d
)
0
√
J
hdτ
and
h
0
=
h
(0)
=
π
(0).
From
(55)
follows
that
if
there
exists
a
time
σ
c
where
Φ(
σ
c
)
=
0,
then
π
→
∞
,
and
this
may
correspond
to
the
formation
of
a
shock
wave
[2].
A.
Fam`
a,
L.
Restuccia
277
6
One-dimensional
case
In
this
section,
we
treat
the
one-dimensional
case.
Confining
us
to
the
porosity
and
the
fluid
concentration
fields
and
their
fluxes,
assuming
that
the
propagation
of
weak
discontinuity
waves
is
along
the
x
axis,
the
involved
quantities
depend
on
x
1
,
denoted
by
x
,
and
x
2
=
x
3
=
0,
the
system
(13)-
(16)
takes
the
following
form:
∂c
∂t
+
1
ρ
∂j
c
1
∂x
=
0
,
(56)
∂j
c
1
∂t
−
α
c
τ
j
c
∂r
∂x
+
ρD
c
τ
j
c
∂c
∂x
=
−
j
c
1
τ
j
c
,
(57)
∂j
c
2
∂t
=
−
j
c
2
τ
j
c
,
(58)
∂j
c
3
∂t
=
−
j
c
3
τ
j
c
,
(59)
∂r
∂t
+
∂
V
1
∂x
=
0
,
(60)
∂
V
1
∂t
+
D
ν
τ
ν
∂r
∂x
−
α
ν
τ
ν
∂c
∂x
=
−
V
1
τ
ν
,
(61)
∂
V
2
∂t
=
−
V
2
τ
ν
,
(62)
∂
V
3
∂t
=
−
V
3
τ
ν
.
(63)
where
we
recall
that
we
have
assumed
α
c
=
α
c
(
r
)
and
α
ν
=
α
ν
(
c
).
From
the
system
of
equations
(56)-(63)
we
have
j
c
2
(
x,
t
)
=
(
j
c
2
)
0
(
x
)
e
−
t
τ
j
c
,
j
c
3
(
x,
t
)
=
(
j
c
3
)
0
(
x
)
e
−
t
τ
j
c
,
(64)
V
2
(
x,
t
)
=
(
V
2
)
0
(
x
)
e
−
t
τ
ν
,
V
3
(
x,
t
)
=
(
V
3
)
0
(
x
)
e
−
t
τ
ν
.
(65)
Then,
we
consider
the
following
reduced
system,
where
we
have
indicated
j
c
1
and
V
1
by
the
symbols
j
c
and
V
U
t
+
A
(
U
)
U
x
=
B
(
U
)
,
(66)
where
U
=
(
c,
j
c
,
r,
V
)
T
,
(67)
B
=
0
,
−
j
c
τ
j
c
,
0
,
−
V
τ
ν
,
T
,
(68)
Weak
discontinuity
waves
in
isotropic
porous
media
278
and
A
=
0
1
ρ
0
0
ρD
c
τ
j
c
0
−
α
c
τ
j
c
0
0
0
0
1
−
α
ν
τ
ν
0
D
ν
τ
ν
0
.
(69)
In
the
considered
one
dimensional
case,
in
equation
(41),
being
n
=
(
n
1
,
0
,
0)
=
(1
,
0
,
0),
we
have
A
n
(
U
)
=
A
.
6.1
Eigenvalues
and
eigenvectors
of
the
matrix
A
The
matrix
A
admits
the
following
simple
eigenvalues:
λ
(
±
)
1
=
±
ρD
ν
τ
j
c
+
ρD
c
τ
ν
−
M
2
ρτ
j
c
τ
ν
,
λ
(
±
)
2
=
±
ρD
ν
τ
j
c
+
ρD
c
τ
ν
+
M
2
ρτ
j
c
τ
ν
,
(70)
where
M
=
(
ρD
ν
τ
j
c
−
ρD
c
τ
ν
)
2
+
4
ρα
c
α
ν
τ
j
c
τ
ν
.
(71)
The
radicand
of
the
quantity
M
is
always
positive,
so
M
is
real,
moreover
the
eigenvalues
λ
(
±
)
1
are
real
when
the
condition
ρD
ν
τ
j
c
+
ρD
c
τ
ν
−
M
≥
0
is
valid,
i.e.
for
α
c
α
ν
≤
ρD
c
D
ν
.
(72)
Thus,
we
have
the
propagation
of
discontinuity
waves,
with
the
normal
velocity
λ
(
±
)
1
when
the
condition
(72)
is
valid.
The
eigenvalues
λ
(
±
)
2
are
always
real.
We
observe
that
M
=
0
(so
that
λ
(
±
)
1
=
λ
(
±
)
2
)
because
the
relation
ρD
ν
τ
j
c
−
ρD
c
τ
ν
2
=
−
4
ρα
c
α
ν
τ
j
c
τ
ν
is
always
verified,
being
the
left-hand
member
positive
whereas
the
right-hand
member
is
negative
(the
two
members
are
equal
only
if
they
are
both
null
but
the
right-hand
member
is
different
from
zero
by
hypothesis).
The
left
eigenvectors
l
(
±
)
1
,
l
(
±
)
2
,
and
the
right
eigenvectors
d
(
±
)
1
,
d
(
±
)
2
A.
Fam`
a,
L.
Restuccia
279
corresponding
to
eigenvalues
λ
(
±
)
1
,
λ
(
±
)
2
,
respectively,
have
the
form
l
(
±
)
1
=
λ
(
±
)
1
N
2
α
c
τ
ν
,
N
2
ρα
c
τ
ν
,
λ
(
±
)
1
,
1
,
l
(
±
)
2
=
λ
(
±
)
2
T
2
α
c
τ
ν
,
T
2
ρα
c
τ
ν
,
λ
(
±
)
2
,
1
,
(73)
d
(
±
)
1
=
2
α
c
(
τ
j
c
)
2
λ
(
±
)
1
I
,
−
α
c
τ
ν
F
τ
j
c
I
,
λ
(
±
)
1
τ
ν
T
I
,
1
T
,
(74)
d
(
±
)
2
=
2
α
c
(
τ
j
c
)
2
λ
(
±
)
2
Z
,
−
α
c
τ
ν
G
τ
j
c
Z
,
λ
(
±
)
2
τ
ν
N
Z
,
1
T
,
(75)
with
N
=
ρD
ν
τ
j
c
−
ρD
c
τ
ν
+
M
,
T
=
ρD
ν
τ
j
c
−
ρD
c
τ
ν
−
M
,
(76)
F
=
ρD
ν
τ
j
c
+
ρD
c
τ
ν
−
M
,
G
=
ρD
ν
τ
j
c
+
ρD
c
τ
ν
+
M
,
(77)
I
=
D
ν
(
ρD
c
τ
ν
+
M
)
−
ρD
2
ν
τ
j
c
−
2
α
c
α
ν
τ
ν
,
(78)
Z
=
D
ν
(
ρD
c
τ
ν
−
M
)
−
ρD
2
ν
τ
j
c
−
2
α
c
α
ν
τ
ν
.
The
quantities
I
,
Z
are
assumed
different
than
zero
and
this
leads
to
the
condition
α
c
α
ν
=
ρD
c
D
ν
(according
to
result
(72)).
The
discontinuity
waves
which
are
propagating
with
the
velocity
given
by
λ
(
±
)
1
and
λ
(
±
)
2
are
not
exceptional
waves
in
the
sense
of
Lax-Boillat
[2]
(i.e.
they
can
degenerate
into
shock
waves)
in
the
case
where
∇
λ
(
±
)
1
·
d
(
±
)
1
=
∓
τ
ν
2
MI
2
ρα
2
c
τ
ν
∂α
ν
∂c
+
α
ν
T
∂α
c
∂r
=
0
,
(79)
∇
λ
(
±
)
2
·
d
(
±
)
2
=
±
τ
ν
2
MZ
2
ρα
2
c
τ
ν
∂α
ν
∂c
+
α
ν
N
∂α
c
∂r
=
0
,
(80)
being
∇
λ
(
±
)
1
=
∓
α
c
2
M
λ
(
±
)
1
∂α
ν
∂c
,
0
,
∓
α
ν
2
M
λ
(
±
)
1
∂α
c
∂r
,
0
,
(81)
∇
λ
(
±
)
2
=
±
α
c
2
M
λ
(
±
)
2
∂α
ν
∂c
,
0
,
±
α
ν
2
M
λ
(
±
)
2
∂α
c
∂r
,
0
.
(82)
The
scalar
product
between
eigenvectors
left
and
right
corresponding
to
the
same
eigenvalue
satisfy
the
following
relations
l
(
±
)
1
·
d
(
±
)
1
=
1+
F
(
N
+
2
M
)
2
ρτ
j
c
I
,
l
(
±
)
2
·
d
(
±
)
2
=
1+
G
(3
ρD
ν
τ
j
c
−
3
ρD
c
τ
ν
−
M
)
2
ρτ
j
c
Z
,
(83)
Weak
discontinuity
waves
in
isotropic
porous
media
280
whose
values
are
supposed
different
than
zero
and
this
assumption
ensures
hyperbolicity
of
the
system
(66)
and
the
propagation
of
the
weak
disconti-
nuity
waves,
see
(53).
In
the
following
we
take
into
consideration
λ
=
λ
(+)
2
,
corresponding
to
a
progressive
fast
wave
traveling
to
the
right.
Analogous
results
are
valid
for
the
waves
propagating
with
the
other
velocities.
7
Determination
of
the
approximated
solution
of
the
PDEs
system
In
this
section,
we
consider
an
uniform
unperturbed
state
in
which
U
0
,
solution
of
the
system
(66),
has
the
form
U
0
=
(
c
0
,
(
j
c
)
0
,
r,
(
V
)
0
)
.
(84)
In
U
0
we
have
λ
(+)
2
0
=
ρD
ν
τ
j
c
+
ρD
c
τ
ν
+
M
0
2
ρτ
j
c
τ
ν
,
(85)
l
(+)
2
0
=
λ
(+)
2
0
T
0
2
α
0
c
τ
ν
,
T
0
2
ρα
0
c
τ
ν
,
λ
(+)
2
0
,
1
,
d
(+)
2
0
=
2
α
0
c
(
τ
j
c
)
2
λ
(+)
2
0
Z
0
,
−
α
0
c
τ
ν
G
0
τ
j
c
Z
0
,
λ
(+)
2
0
τ
ν
N
0
Z
0
,
1
,
(86)
l
(+)
2
·
d
(+)
2
0
=
1
+
G
0
(3
ρD
ν
τ
j
c
−
3
ρD
c
τ
ν
−
M
0
)
2
ρτ
j
c
Z
0
(87)
and
∇
λ
(+)
2
·
d
(+)
2
0
=
τ
ν
2
M
0
Z
0
2
ρ
(
α
0
c
)
2
τ
ν
∂α
ν
∂c
0
+
α
0
ν
N
0
∂α
c
∂r
0
,
(88)
where
the
symbols
“
0
”
indicates
that
the
quantities
are
calculated
in
U
0
.
The
radial
velocity
along
the
characteristic
rays
is
Λ
0
(
U
0
,
n
0
)
=
λ
(+)
2
0
n
0
=
λ
(+)
2
0
,
0
,
0
.
(89)
A.
Fam`
a,
L.
Restuccia
281
and
the
characteristic
rays
are
dt
dσ
=
1
,
dx
i
dσ
=
∂
Ψ
0
∂ϕ
α
=
λ
(+)
2
0
,
dϕ
α
dσ
=
0
.
(90)
By
integrating
(90)
1
we
have
x
0
=
t
=
σ,
x
(
σ
)
=
(
x
)
0
+
λ
(+)
2
0
σ,
(91)
and
the
wave
front
takes
the
form
ϕ
(
x,
σ
)
=
ϕ
0
x
−
λ
(+)
2
0
σ
.
(92)
We
remark
that
in
this
particular
case,
since
n
0
is
constant,
Λ
0
i
do
not
depends
on
x
i
0
,
so
from
(48)
we
deduce
J
=
1.
The
amplitude
π
satisfies
the
following
equation
(see
equation
(55)
with
J
=
1)
l
(+)
2
·
d
(+)
2
0
dπ
dσ
+
ϕ
0
x
∇
λ
(+)
2
·
d
(+)
2
0
π
2
=
F
0
π,
(93)
where
F
0
=
∇
l
(+)
2
·
B
·
d
(+)
2
0
.
By
virtue
of
the
hyperbolicity
of
the
system,
we
have
l
(+)
2
·
d
(+)
2
0
=
0.
Taking
into
account
that
l
(+)
2
·
B
=
−
j
c
T
2
ρα
c
τ
j
c
τ
ν
−
V
τ
ν
,
(94)
(95)
∇
l
(+)
2
·
B
=
j
c
M
∂α
ν
∂c
,
−
T
2
ρα
c
τ
j
c
τ
ν
,
j
c
2
ρα
2
c
τ
j
c
τ
ν
2
ρα
c
α
ν
τ
j
c
τ
ν
M
+
T
∂α
c
∂r
,
−
1
τ
ν
,
being
∇
≡
∂
∂c
,
∂
∂j
c
,
∂
∂r
,
∂
∂
V
,
in
U
0
we
obtain
∇
l
(+)
2
·
B

0
=
(
j
c
)
0
M
0
∂α
ν
∂c
0
,
−
T
0
2
ρα
0
c
τ
j
c
τ
ν
,
(
j
c
)
0
2
ρ
(
α
0
c
)
2
τ
j
c
τ
ν
2
ρα
0
c
α
0
ν
τ
j
c
τ
ν
M
0
+
T
0
∂α
c
∂r
0
,
−
1
τ
ν
(96)
Weak
discontinuity
waves
in
isotropic
porous
media
282
and
F
0
=
2
α
0
c
(
τ
j
c
)
2
(
j
c
)
0
λ
(+)
2
0
M
0
Z
0
∂α
ν
∂c
0
+
(
j
c
)
0
N
0
λ
(+)
2
0
2
ρ
Z
0
(
α
0
c
)
2
τ
j
c
2
ρα
0
c
α
0
ν
τ
j
c
τ
ν
M
0
+
T
0
∂α
c
∂r
0
+
G
0
T
0
2
ρ
(
τ
j
c
)
2
Z
0
−
1
τ
ν
.
(97)
Thus,
we
derive
π
=
h
(
σ
)
Φ(
σ
)
(see
equation
(55)
with
J
=
1),
being
h
(
σ
)
=
π
0
exp
−
F
0
l
(+)
2
·
d
(+)
2
0
σ
,
(98)
with
π
0
=
π
(0),
Φ(
σ
)
=
1
−
π
0
H
0
ϕ
0
x
∇
λ
(+)
2
·
d
(+)
2
0
(
e
−
H
0
σ
−
1)
,
(99)
where
H
0
=
F
0
l
(+)
2
·
d
(+)
2
0
.
From
equations
(98)
and
(99)
we
obtain
π
(
σ
)
=
π
0
H
0
e
−
H
0
σ
H
0
−
π
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
r
(+)
2
0
(
e
−
H
0
σ
−
1)
.
(100)
We
observe
that
the
amplitude
π
(
σ
)
is
a
limited
function
when
lim
σ
→∞
π
(
σ
)
=
−
H
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
d
(+)
2
0
,
if
H
0
<
0,
0
,
if
H
0
>
0.
(101)
Finally,
by
virtue
of
relations
(84),
(87),
(88),
(93)
and
(100)
we
derive
the
explicit
form
of
the
first
approximation
of
the
solution
U
of
the
system
(66)
(
c,
j
c
,
r,
V
)
T
=
(
c
0
,
(
j
c
)
0
,
r,
(
V
)
0
)
T
A.
Fam`
a,
L.
Restuccia
283
+Γ
0
2
α
0
c
(
τ
n
)
2
λ
(+)
2
0
Z
0
,
−
α
0
c
τ
ν
G
0
τ
j
c
Z
0
,
λ
(+)
2
0
τ
ν
N
0
Z
0
,
1
T
,
(102)
with
Γ
0
=
ϕ
0
x
−
λ
(+)
2
0
σ
π
0
H
0
e
−
H
0
σ
H
0
−
π
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
d
(+)
2
0
(
e
−
H
0
σ
−
1)
.
(103)
Thus,
from
(102)
and
(103)
we
have
c
(
x,
σ
)
=
c
0
+
2
ϕ
0
x
−
λ
(+)
2
0
σ
π
0
H
0
α
0
c
(
τ
n
)
2
λ
(+)
2
0
e
−
H
0
σ
Z
0
H
0
−
π
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
d
(+)
2
0
(
e
−
H
0
σ
−
1)
,
(104)
j
c
(
x,
σ
)
=
(
j
c
)
0
−
ϕ
0
x
−
λ
(+)
2
0
σ
π
0
H
0
α
0
c
τ
ν
G
0
e
−
H
0
σ
τ
j
c
Z
0
H
0
−
π
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
d
(+)
2
0
(
e
−
H
0
σ
−
1)
,
(105)
r
(
x,
σ
)
=
r
0
+
λ
(+)
2
0
ϕ
0
x
−
λ
(+)
2
0
σ
π
0
H
0
τ
ν
N
0
e
−
H
0
σ
Z
0
H
0
−
π
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
d
(+)
2
0
(
e
−
H
0
σ
−
1)
,
(106)
V
(
x,
σ
)
=
(
V
)
0
+
ϕ
0
x
−
λ
(+)
2
0
σ
π
0
H
0
e
−
H
0
σ
H
0
−
π
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
d
(+)
2
0
(
e
−
H
0
σ
−
1)
.
(107)
In
the
case
where
in
(100)
Φ(
σ
c
)
=
0,
with
Φ(
σ
c
)
given
by
equation
(99),
there
exists
a
critical
time
σ
c
given
by
σ
c
=
1
H
0
ln
V
0
,
(108)
with
V
0
=
π
0
ϕ
0
x
∇
λ
(+)
2
·
d
(+)
2
0
H
0
+
π
0
|
ϕ
0
x
|
∇
λ
(+)
2
·
d
(+)
2
0
.
Weak
discontinuity
waves
in
isotropic
porous
media
284
In
this
case
the
amplitude
of
the
weak
discontinuty
wave
becomes
unbound-
end
and
this
can
correspond
to
the
formation
of
a
shock
wave
[2].
In
equation
(108)
σ
c
exists
in
the
case
where
1
H
0
ln
V
0
>
0
and
V
0
>
0
.
(109)
8
Conclusions
In
this
paper,
we
have
presented,
in
the
frame
of
extended
irreversible
thermodynamics
with
internal
variables,
a
model
for
perfect
isotropic
porous
media
satured
by
a
fluid
flow
in
a
particular
case,
derived
in
a
previous
pa-
per
by
the
authors,
taking
into
consideration
only
the
porosity
and
the
fluid
concentration
fields
and
their
fluxes.
But,
here
some
coefficients
of
the
go-
verning
equations
are
assumed
to
be
non-constant,
depending
on
the
fields
involved,
obtaining
a
non-linear
PDEs
system.
Since
closed-form
solutions
of
nonlinear
PDEs
are
rare,
we
have
investigated
the
propagation
of
weak
discontinuity
waves,
as
approximated
solutions.
To
this
aim
we
have
intro-
duced
a
new
variable
related
to
the
surface
across
which
the
first
derivatives
of
the
solutions
undergo
a
jump.
Following
a
Boillat’s
methodology
for
quasi-linear
and
hyperbolic
systems
of
the
first
order,
we
have
investigated,
in
an
one-dimensional
case,
the
propagation
of
one
solution
into
an
uni-
form
unperturbed
state
in
the
first
approximation,
obtaining
the
Bernoulli’s
equation
governing
the
evolution
of
the
amplitude
of
the
weak
discontinuity
wave,
the
wave
front,
the
velocity
along
the
characteristic
rays,
the
approx-
imated
solution
and
the
critical
time
in
which
the
amplitude
of
this
wave
becomes
unbounded,
and
this
may
correspond
to
the
formation
of
a
shock
wave.
The
worked
out
results
can
be
applied
in
several
technological
sectors
as
medical
sciences,
biology
and
geology.
References
[1]
A.
Berezovski
and
P.
Van,
Internal
Variables
in
Thermoelasticity
,
Berlin,
Springer,
2017.
[2]
G.
Boillat,
La
Propagation
des
Ondes
,
Gauthier-Villars,
Paris,
1965.
[3]
G.
Boillat,
Ondes
asymptotiques
nonlin´
eaires,
Annali
di
Matematica
Pura
ed
Applicata
91(IV)
(1976),
31-44.
[4]
G.
Boillat
and
T.
Ruggeri,
On
the
evolution
law
of
weak
discontinuities
for
a
hyperbolic
quasi
linear
systems,
Wave
Motion
1
(1979),
149-152.
A.
Fam`
a,
L.
Restuccia
285
[5]
Y.
Choquet-Bruhat,
Ondes
asymptotiques
et
approch´
ees
pour
syst`
e
mes
d’´
equations
aux
d´
eriv´
ees
partielles
nonlin´
eaires,
J.
Math.
Pures
Appl.
,
1968.
[6]
V.
Ciancio
and
L.
Restuccia,
Asymptotic
waves
in
anelastic
media
with-
out
memory
(Maxwell
media),
Phys.
A
131
(1985),
251-262.
[7]
S.R.
De
Groot
and
P.
Mazur,
Non-Equilibrium
Thermodynamics
,
Am-
sterdam,
North-Holland
Publishing
Company,
1962.
[8]
A.
Donato
and
A.M.
Greco,
Metodi
Qualitativi
per
Onde
Non
Lineari
,
Quaderni
del
C.
N.
R.,
Gruppo
Nazionale
di
Fisica
Matematica,
11th
Scuola
Estiva
di
Fisica
Matematica,
Ravello,
September
8-20,
1986.
[9]
A.
Fam`
a
and
L.
Restuccia,
Propagation
of
coupled
porosity
and
fluid-
concentration
waves
in
isotropic
porous
media,
Electron.
J.
Differ.
Equations
73
(2020),
1-16.
[10]
A.
Fam`
a
and
L.
Restuccia,
Non-equilibrium
thermodynamics
frame-
work
for
fluid
flow
and
porosity
dynamics
in
porous
isotropic
media,
Ann.
Acad.
Rom.
Sci.
Ser.
Math.
Appl.
12
(2020),
198-225.
[11]
A.
Fam`
a,
L.
Restuccia
and
D.
Jou,
A
simple
model
of
porous
media
with
elastic
deformations
and
erosion
or
deposition,
Z.
Angew.
Math.
Phys.
71
(2020),
123-144.
[12]
A.
Fam`
a
and
L.
Restuccia,
Coupled
porosity-fluid
concentration
flux-
temperature
waves
in
isotropic
porous
media,
Electron.
J.
Differ.
Equa-
tions
88
(2021),
1-12.
[13]
A.
Fam`
a
and
L.
Restuccia,
Propagation
of
coupled
porosity-
temperature
waves
in
isotropic
porous
media,
Proc.
Rom.
Acad.
Ser.
A
23
(2022),
9-16.
[14]
A.
Georgescu,
Asymptotic
Treatment
of
Differential
Equations
,
Chap-
man
and
Hall,
London,
1995.
[15]
A.
Georgescu
and
L.
Restuccia,
Asymptotic
waves
from
the
point
of
view
of
double-scale
method,
Atti
Accad.
Peloritana
dei
Pericolanti
di
Messina
LXXXIV
(2006),
1-9.
[16]
A.
Georgescu
and
L.
Restuccia,
An
application
of
double-scale
method
to
the
study
of
non-linear
dissipative
waves
in
Jeffreys
media,
Ann.
Acad.
Rom.
Sci.
Ser.
Math.
Appl.
3
(2011),
1-20.
Weak
discontinuity
waves
in
isotropic
porous
media
286
[17]
A.
Jeffrey,
The
development
of
jump
discontinuities
in
nonlinear
hyper-
bolic
systems
of
equations
in
two
independent
variables,
Arch.
Ration.
Mech.
Anal.
14
(1963),
27-37.
[18]
A.
Jeffrey,
The
propagation
of
weak
discontinuities
in
quasilinear
sym-
metric
hyperbolic
systems,
Z.
Angew.
Math.
Phys.
14
(1963),
301-314.
[19]
A.
Jeffrey
and
T.
Taniuti,
Nonlinear
Wave
Propagation
,
Academic
Press,
New
York,
1964.
[20]
A.
Jeffrey,
Quasilinear
Hyperbolic
Systems
and
Waves
,
Pitman,
Lon-
don,
1976.
[21]
D.
Jou,
J.
Casas-V´
azquez
and
G.
Lebon,
Extended
Irreversible
Ther-
modynamics
,
4th
ed.,
Berlin/Heidelberg,
Germany,
Springer,
2010.
[22]
D.
Jou
and
L.
Restuccia,
Mesoscopic
transport
equations
and
contem-
porary
thermodynamics:
an
introduction,
Contemp.
Phys.
52
(2011),
465-474.
[23]
G.A.
Kluitenberg,
Plasticity
and
Non-Equilibrium
Thermodynamics
,
CISM
Lecture
Notes,
Wien,
NewYork,
Springer-Verlag,
1984.
[24]
J.
Kubik,
A
macroscopic
description
of
geometrical
pore
structure
of
porous
solids,
Int.
J.
Eng.
Sci.
24
(1986),
971-980.
[25]
P.D.
Lax,
Contributions
to
the
Theory
of
Partial
Differential
Equations
,
Princeton
University
Press,
Princeton,
1954.
[26]
P.D.
Lax,
Nonlinear
hyperbolic
equations,
Commun.
Pure
Appl.
Math.
6
(1983),
231-258.
[27]
I.S.
Liu,
The
method
of
Lagrange
multipliers
for
exploitation
of
the
entropy
principle,
Arch.
Ration.
Mech.
Anal.
46
(1972),
131-148.
[28]
G.A.
Maugin
and
W.
Muschik,
Thermodynamics
with
internal
va-
riables.
Part
I.
General
concepts,
J.
Non-Equilib.
Thermodyn.
19
(1994),
217-249.
[29]
G.A.
Maugin
and
W.
Muschik,
Thermodynamics
with
internal
vari-
ables.
Part
II.
Applications,
J.
Non-Equilib.
Thermodyn.
19
(1994),
250-289.
[30]
I.
M¨
uller,
Thermodynamics
,
Boston,
MA,
USA,
Pitman
Advanced
Pu-
blishing
Program,
1985.
A.
Fam`
a,
L.
Restuccia
287
[31]
W.
Muschik,
Aspects
of
Non-Equilibrium
Thermodynamics
,
Singapore,
World
Scientific,
1990.
[32]
W.
Muschik,
Internal
variables
in
non-equilibrium
thermodynamics,
J.
Non-Equilib.
Thermodyn.
15
(1990),
127-137.
[33]
W.
Muschik,
C.
Papenfuss
and
H.
Ehrentraut,
Concepts
of
Conti-
nuum
Thermodynamics
,
Kielce,
Poland,
Kielce
University
of
Techno-
logy,
1996.
[34]
W.
Muschik
and
L.
Restuccia,
Changing
the
observer
and
moving
ma-
terials
in
continuum
physics:
objectivity
and
frame-indifference,
Tech-
nische
Mechanik
22
(2002),
152-160.
[35]
W.
Muschik
and
L.
Restuccia,
Systematic
remarks
on
objectivity
and
frame-indifference,
liquid
crystal
theory
as
an
example,
Arch.
Appl.
Mech.
78
(2008),
837-857.
[36]
L.
Restuccia
and
A.
Georgescu,
Determination
of
asymptotic
waves
in
Maxwell
media
by
double-scale
method,
Technische
Mechanik
28
(2008),
140-151.
[37]
L.
Restuccia,
Legge
di
evoluzione
delle
discontinuita‘
e
tempo
critico
in
un
particolare
modello
di
dielettrico
non
lineare,
Atti
Accad.
Peloritana
dei
Pericolanti
LVII
(1979),
23-28.
[38]
L.
Restuccia,
A
thermodynamical
model
for
fluid
flow
through
porous
solids,
Rend.
Circ.
Mat.
Palermo
77
(2005),
565-577.
[39]
L.
Restuccia,
Thermomechanics
of
porous
solids
filled
by
fluid
flow.
In:
Applied
and
Industrial
Mathematics
in
Italy
,
Vol.
82,
pp
485–495,
Eds.
De
Bernardis,
R.
Spigler,
and
V.
Valente,
World
Scientific,
Singapore,
2010.
[40]
L.
Restuccia
and
D.
Jou,
Non-Local
vectorial
internal
variables
and
generalized
Guyer-Krumhansl
evolution
equations
for
the
heat
flux,
En-
tropy
25
(2023),
1259-1280.
[41]
L.
Restuccia,
L.
Palese,
M.T.
Caccamo,
A.
Fam`
a,
Heat
equation
for
porous
nanostructures
filled
by
a
fluid
flow,
Atti
Accad.
Peloritana
dei
Pericolanti
97
(2019),
1-16.
[42]
L.
Restuccia,
L.
Palese,
M.T.
Caccamo,
and
A.
Fam`
a,
A
description
of
anisotropic
porous
nanocrystals
filled
by
a
fluid
flow
in
the
framework
Weak
discontinuity
waves
in
isotropic
porous
media
288
of
extended
thermodynamics
with
internal
variables,
Proc.
Rom.
Acad.
Ser.
A
21
(2020),
123-130.
[43]
G.F.
Smith,
On
isotropic
functions
of
symmetric
tensors,
skew-
symmetric
tensors
and
vectors,
Int.
J.
Eng.
Sci.
9
(1971),
899-916.
[44]
C.
Truesdell
and
R.A.
Toupin,
The
Classical
Field
Theories
,
Springer
Verlag,
Berlin,
1960.
[45]
J.
Verh´
as,
Thermodynamics
and
Rheology
,
Budapest,
Akad´
emiai
Kiad´
o
and
Kluwer
Academic
Publisher,
Budapest,
Hungary,
1997.