International Journal of Greenhouse Gas Control 48 (2016) 155–170
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International Journal of Greenhouse Gas Control
j ourna l h o mepage: www.elsevier.com/locate/ijggc
Characterization and modeling of the alteration of fractured class-G
Portland cement during flow of CO
2
-rich brine
H. Abdoulghafour
a,∗
, P. Gouze
a
, L. Luquot
b,c
, R. Leprovost
a
a
Géosciences Montpellier, Université de Montpellier, UMR 5243 CNRS, Montpellier, France
b
Institute of Environmental Assessment and Water Research (IDAEA), CSIC, c/ Jordi Girona 18, 08034 Barcelona, Spain
c
Associated Unit: Hydrogeology Group (UPC-CSIC), Spain
a r t i c l e i n f o
Article history:
Received 22 July 2015
Received in revised form
16 December 2015
Accepted 18 January 2016
Available online 11 February 2016
Keywords:
CO2 leakage
Cement alteration
Fracture permeability
Experimental study
Diffusion-reaction modeling
a b s t r a c t
We investigate experimentally the alteration of fractured class-G cement flowed by CO
2
-rich brine. The
experiment mimics a mechanically damaged rough-walled fractured cement annulus at temperature
60
◦
C and pressure 10 MPa. The experiment consists of flowing a reservoir-equilibrated brine mixed
with CO
2
(partial pressure of 2.3 MPa) through the fracture of average aperture 14 m at constant flow
rate (100 L min
-1
). This flow rate corresponds to pressure gradient representative of an average in situ
hydrodynamic condition. Results indicate an intense alteration of the cement with a large removal of
mass at the scale of the sample. However, the fracture alteration patterns are triggered by the initial
heterogeneity of the fracture aperture; the aperture of the low aperture zones tends to decrease due
to calcite precipitation whereas preferential paths develop in the zones of higher aperture associated.
Nevertheless, the expected large permeability increase triggered by the mass removal is mitigated by
the precipitation of a low density Si-rich amorphous material. The alteration rate will decrease with time
because of the increasing distance of diffusion between the fracture where the reactants are actively
renewed by advection and the portlandite and C-S-H dissolution fronts. The different zones of reaction
can be adequately modeled by a simple 1D diffusion-reaction model using published kinetics coefficients
and extrapolation to larger times than the experiment time can be drawn. Altogether, and in addition to
the previous studies of the alteration of fractured well cement annulus, this study shows that the leakage
potential is strongly controlled by the initial distribution of the aperture along the fracture: low aperture
zones will tend to self-heal while localized flow in connected high aperture paths will be perennial.
© 2016 Elsevier Ltd. All rights reserved.
1. Introduction
In many porous media with low matrix permeability, such
as indurated carbonate, claystones and cement paste, predomi-
nant fluid flow takes place in the fracture network (Zimmerman
and Bodvarsson, 1996; Detwiller et al., 2000). Accordingly, frac-
tures control the mass transfers and the mechanical properties in
many environments of significant importance including petroleum,
geothermal, water supply, waste disposal and engineered struc-
tures. Numerous studies have been carried out to investigate the
physics of (reactive) flow through fractures (e.g., Adler and Thovert,
2000; Xu and Pruess, 2001; Gouze et al., 2003; Detwiller et al.,
2003; Szymczak and Ladd, 2004; Singurindy and Berkowitz, 2005;
Garcia-Rios et al., 2015; Davila et al., 2016) showing that disso-
lution and precipitation processes may strongly and irreversibly
∗
Corresponding author.
E-mail address: Halidi@gm.univ-montp2.fr (H. Abdoulghafour).
affect the hydrodynamic properties of the fracture. For instance,
fractures in the caprock and the well cement annulus are recog-
nized as the main potential source of confinement failure of CO
2
geological storage reservoirs (Shipton et al., 2005; Oldenburg et al.,
2009; Davila et al., 2016). Cement is usually used to seal cased
wellbore in order to isolate the targeted reservoir from the over-
laying geological layers. Technologies for installing cement annulus
at depth (usually ranging from 1 to 2 km in the case of CO
2
stor-
age) benefit from decades of experiences in oil industry, but it
still a challenging task due to the large variability of the natural
environments and the few possibilities of verification. Structural
defects, such as micro-cracks and fractures may develop during
the cement emplacement or may be induced by tectonic, ther-
mal stresses and over pressure events that may occur during the
CO
2
injection (Ravi et al., 2002; Watson and Bachu, 2007, 2009).
If flow of reservoir fluid occurs through fractured cement annulus,
triggered by the pressure difference between the storage reservoir
and the overlaying permeable layers, one may anticipate strong, far
from equilibrium reactions, because Portland cements are strongly
http://dx.doi.org/10.1016/j.ijggc.2016.01.032
1750-5836/© 2016 Elsevier Ltd. All rights reserved.