Environmental Engineering Reference
In-Depth Information
and
p
c
ʱ
A
is the capillary pressure function
p
c
ʱ
A
=
p
ʱ
−
p
A
,
(115)
which is used to evaluate all other phase pressures, we obtain the pressure equation
m
ˆC
∂
p
A
∂
t
−∇·
(ʻ
k
·∇
p
A
)
=∇·
ʻ
ʱ
k
·
(
∇
p
c
ʱ
A
−
ˁ
ʱ
g
∇
z
)
+
L
k
,
(116)
ʱ
k
=
1
where
C
is the total compressibility defined as
m
C
=
ˆ
0
ˆ
1
ˁ
k
0
c
k
(C
kA
+
C
R
) .
(117)
k
=
We note that relation (
111
) is actually a sum over all volume-occupying compo-
nents, with
m
ˁ
A
C
A
=
1
ˁ
kA
C
kA
.
(118)
k
=
This problem involves
P
(
n
+
3
)
+
n
+
m
+
1 independent variables:
c
k
,
c
k
,
c
k
ʱ
dž
,
v
,
ʱ
, and
T
, while Eqs. (
103
) and (
116
), Darcy's law for the phase velocity, and the
energy balance provide
n
p
,
S
ʱ
ʱ
+
P
+
2 differencial equations. The other
(
n
+
2
)
P
+
m
−
1
relations are provided by the constraints (
6
), (
79
), (
101
), (
107
), (
115
), (
118
), and
m
c
k
ʱ
=
1
,
c
k
=dž
dž
c
k
(
c
1
,
c
2
,...,
c
k
) ,
(119)
k
=
1
for the phase concentration and adsorption constraints.
6 Compositional Flow in Fractured Porous Media
A
fractured porous medium
has throughout its extent a system of interconnected
fractures dividing the medium into a number of essentially disjoint blocks of porous
rocks, called the
matrix blocks
. The fractured medium has two main length scales of
interest: the microscopic scale of the fracture thickness (
10
−
4
m) and the macro-
scopic scale of the average distance between fracture planes, which is the size of
the matrix blocks (from
∼
1m). Since the entire medium is about 10
3
-10
4
m across, the flow can be numerically simulated only in some average sense. The
analysis of fluid flow through fractures in rocks is a process that is relevant in many
areas of the geosciences, ranging from ground-water hydrology to oil production. For
∼
0
.
1to
∼
Search WWH ::
Custom Search