Environmental Engineering Reference
In-Depth Information
Section 7
Two-phase flow
In the previous section, we looked at the permeation of a single phase
through a geological formation. After injection, most of the CO
2
will
remain in its supercritical form as a free phase fl uid that is mostly immis-
cible with native formation brine for decades to hundreds of years. Hence,
the transport of CO
2
through an aquifer is a two-phase fl ow process.
Relative permeability
In the previous section (
Box 9.6.1
), we defi ned the single phase perme-
ability using
Darcy's law
:
k
j
=−
∇
p
,
µ
where
∇
p
is the pressure gradient,
the viscosity of the fl uid, and
k
is the
single phase permeability of the rock. To extend Darcy's law to two-
phase fl ow, we can defi ne an
effective
permeability of phase
i
:
µ
k
kk
ij
ri
,
j
=−
∇
p
=−
∇
p
,
i
i
i
µ
µ
i
i
where
k
ij
is the effective permeability of phase
i
in the presence of phase
j
. In the second equation, we have introduced the
relative permeability
k
r,i
of phase
i
in the presence of phase
j
, which is defi ned as the effective
permeability divided by the single phase permeability (
Box 9.7.1
).
To describe the permeation of a two-phase fl uid through our rock, we
need to know how the relative permeability depends on the volume frac-
tion of the pores that is occupied by each of the phases. The fraction of
the pure volume that is occupied by phase
i
is called the
phase satura-
tion
(e.g., brine saturation or CO
2
saturation):
VV
i
i
S
==
φ
,
i
VV
p
T
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