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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