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 −∇·
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
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
.
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