UNIVERSITÉ LIBRE DE BRUXELLES Faculté des Sciences
Service de Chimie Physique et Biologie Théorique
Influence of chemical reactions on convective dissolution:
a theoretical study
Vanessa Loodts
Promotrice : Prof. A. De Wit
Co-promotrice : Prof. L. Rongy
Thèse présentée en vue de l’obtention du grade de Docteur en Sciences
Année académique 2016 - 2017
À mes parents et ma tantine Noëline.
Acknowledgements — Remerciements
“ Good friends, good books, and a sleepy conscience: this is the ideal life.”
Mark Twain.
Ces quatre années dans le domaine de la recherche furent très enrichissantes.
J’ai beaucoup appris et j’ai progressé, tant du point de vue professionnel que du point de vue personnel. Avant d’entrer dans le vif du sujet, je souhaite exprimer ma reconnaissance envers toute les personnes qui ont rendu ce beau projet de thèse possible.
Tout d’abord, je tiens à remercier tout spécialement ma promotrice Anne De Wit pour sa direction, ses conseils et son soutien durant la réalisation de cette thèse. J’ai non seulement beaucoup appris auprès d’elle mais j’ai aussi pris beaucoup de plaisir à travailler à ses cotés. Je tiens aussi à remercier ma co-promotrice Laurence Rongy, qui a activement participé à l’encadrement de mon travail depuis le mémoire, avant même de devenir officiellement co- promotrice. Ses conseils avisés ont été précieux pour l’aboutissement de ce travail. Un autre membre de cette équipe de “CO
2girls” que je souhaite remercier est Carelle Thomas, avec qui j’ai eu le plaisir d’écrire deux articles publiés avec succès.
Further, I would like to thank Philip Trevelyan for helping me with mathe- matical and computational issues and writing an article with me.
C’est également un plaisir de remercier Bernard Knaepen pour avoir fait partie de mon comité d’accompagnement et pour m’avoir fourni le code YALES2, maintenu au CORIA par Vincent Moureau et Ghislain Lartigue.
Merci à vous trois de m’avoir permis d’utiliser YALES2 et de m’avoir aidée à l’utiliser. Mes pensées spéciales vont aussi à Mathieu Caby pour ses coups de main concernant YALES2 et le Fortran.
This study has also benefited from discussions with many other scientists and from comments sent by referees during submissions to peer-reviewed journals. I am grateful to all those people who helped me to improve the quality of my work.
Je tiens également à remercier les membres de mon jury de thèse de prendre le temps de lire et de commenter mon travail, ainsi que de se déplacer pour le jour de la défense.
De plus, je remercie le support financier que j’ai obtenu du Fonds de la Re- cherche Scientifique (F.R.S.)-FNRS pour ma bourse d’aspirante doctorante
i
et mon crédit de fonctionnement, ainsi que le Département de Chimie pour la bouse de voyage de Brouckère-Solvay.
Je souhaiterais remercier nos secrétaires Fabian Trillet et Delphine Vanti- ghem pour leur excellent soutien logistique. Plusieurs fois ils ont été proactifs et m’ont fourni de l’aide sans que je ne les sollicite : ce sont de vrais anges ! De manière similaire, j’ai bénéficié de l’aide du support IT, notamment de Gérald Houart de la Faculté des Sciences mais aussi de l’équipe support IT pour le cluster HYDRA.
Next, I would like to thank all my current and former colleagues researchers who make the Service de Chimie Physique et Biologie Théorique a lively and scientifically exciting place: Marcello, Luis, Domenico, Florence, Laurane, Lorena, Priyanka, Valérie, Fabian B., Igal, Rachel, Shyam, Jorge, Gabor, Alexis, Reda, Alexia, Geneviève, Didier, Jean-Christophe, Hugo, Alen, Ben- jamin, Nathalie, Hind... I am indebted to them for their scientific advice but also for their kindness and friendly support. I would like in particular to thank Chinar for reading and commenting parts of the draft for this thesis.
Additional special thanks to my sport mates Ceri, Aurore, Joëlle and Virat, and to JF for interesting discussions and gossips at tea time.
Enfin, je suis reconnaissante envers mes proches, mes amis et ma famille pour leur affection et leur soutien sans faille durant cette période de ma vie.
Misaotra betsaka Andriamanitra sy ny fianakaviana eto Madagasikara : ny renibeko Mamasoa, ny dadatoako sy ankizy, ary Dadatoa René noho ny fanampianao.
Mes pensées vont vers tous ceux qui en croisant mon chemin ont illuminé mon quotidien. Plus particulièrement, je remercie ici Émile, Laurence P. et Nabil. Même si je ne vous vois pas aussi souvent que je le souhaiterais, vous gardez une place spéciale dans mon coeur.
Je suis immensément reconnaissante envers mes parents et ma tantine - mar- raine Noëline pour leur amour, leur confiance et leurs bons petits plats :).
Je souhaite également remercier la famille de Kevin qui m’a accueillie avec chaleur et en particulier mes beaux-parents Jean et Marie-Paule.
Le mot de la fin est consacré à Kevin, ma plus grande source d’inspiration.
Cela fait déjà neuf ans que tu es entré dans ma vie. Tu m’as fourni de bons conseils d’informaticien et physicien amateur. Dans les moments de doute tu m’as écoutée et encouragée à aller au bout de mes projets, quels qu’ils soient. C’est une grande joie de savoir que malgré le chaos de la vie, nous pouvons compter l’un sur l’autre. Merci pour tout.
ii
Abstract Studying the coupling between buoyancy-driven instabilities and chemical reactions is not only relevant to fundamental research, but has also recently gained increased interest because of its relevance to CO
2sequestra- tion in subsurface geological zones. This technique aims to limit the emis- sions of CO
2to the atmosphere, with a view to mitigating climate change.
When injected in e.g. a saline aquifer, CO
2dissolves into the brine occupying the geological formation, thereby increasing the density of the aqueous phase.
This increase of density upon dissolution leads to a denser fluid boundary layer rich in CO
2on top of less dense fluid in the gravity field, which drives dissolution-driven convection. This process, also called convective dissolu- tion, accelerates the transport of dissolved CO
2to the host phase and thus improves the safety of CO
2sequestration. The same kind of instability can develop in other contexts involving the dissolution of a phase A into a host phase, such as solid dissolution or transfer between partially miscible liq- uids. In this context, the goal of our thesis is to understand how chemical reactions coupled to dissolution-driven convection affect the dynamics of the dissolving species A in the host solution. To do so, we introduce a general reaction of the type A + B → C where A, B and C affect the density of the aqueous solution. We theoretically analyze the influence of the relative physical properties of A, B and C on the convective dynamics. Our theo- retical analysis uses a reaction-diffusion-convection model for the evolution of solute concentration in a host fluid solvent occupying a porous medium.
First, we quantify the characteristic growth rate of the perturbations by us- ing a linear stability analysis. Thereby we show that a chemical reaction can either accelerate or slow down the development of convection, depending on how it modifies the density profile that develops in the reactive solution. In addition, new dynamics are made possible by differential diffusion effects.
Then, by analyzing the full nonlinear dynamics with the help of direct nu- merical simulations, we calculate the dissolution flux into the host phase. In particular, the dissolution flux can be amplified when convection develops earlier, as CO
2is then transported faster away from the interface. Finally, we compare these theoretical and numerical predictions with results of lab- oratory experiments and discuss the possible implications of this study for CO
2sequestration.
Keywords: Chemical reactions, Fluid dynamics, Convection, Linear stabil- ity analyses, Numerical simulations.
iii
Résumé L’étude du couplage entre réactions chimiques et instabilités liées à des différences de densité est non seulement intéressante pour la recherche fondamentale, mais a aussi attiré plus d’attention récemment grâce à son intérêt pour la séquestration du CO
2dans les sous-sols géologiques. Cette technique a pour objectif de limiter les émissions de CO
2dans l’atmosphère, dans le but de limiter les changements climatiques. Durant son injection dans un aquifère salin par exemple, le CO
2se dissout dans de la saumure, augmentant ainsi la densité de la phase aqueuse. Cette augmentation de densité lors de la dissolution mène à une zone plus dense au-dessus d’une zone moins dense dans le champ de gravité, ce qui entraîne de la convec- tion liée à la dissolution. Ce processus, aussi appelé dissolution convective, accélère le transport du CO
2dissous et donc améliore la sécurité de la sé- questration. Le même type d’instabilité peut se développer dans d’autres contextes impliquant la dissolution d’une phase A dans une phase hôte, tels que la dissolution d’un solide ou d’un liquide partiellement miscible dans un autre. Dans ce contexte, l’objectif de notre thèse est de comprendre com- ment les réactions chimiques couplées aux instabilités convectives affectent la dynamique d’une espèce A se dissolvant dans une phase hôte. Pour ce faire, nous introduisons une réaction générale de type A + B → C où A, B et C affectent la densité de la phase hôte. Nous analysons théoriquement l’influence des propriétés physiques relatives des espèces A, B et C sur la dynamique convective. Notre analyse théorique utilise un modèle réaction- diffusion-convection pour l’évolution de la concentration des solutés dans un fluide hôte occupant un milieux poreux. Tout d’abord, nous quantifions le taux de croissance caractéristique des perturbations à l’aide d’une analyse de stabilité linéaire. Nous montrons ainsi qu’une réaction chimique peut soit accélérer soit ralentir le développement de la convection, en fonction du profil de densité qui se développe dans la solution réactive. De plus, les différences entre coefficients de diffusion sont à l’origine de nouvelles dynamiques. En analysant la dynamique non-linéaire à l’aide de simulations numériques di- rectes, nous calculons le flux de A qui se dissout dans la phase hôte. En particulier, ce flux peut être amplifié quand la convection se développe plus tôt, vu que le CO
2est alors transporté plus rapidement loin de l’interface.
Enfin, nous comparons ces prédictions théoriques et numériques avec des ré- sultats d’expériences en laboratoire et discutons les possibles implications de cette étude pour la séquestration du CO
2.
Mots-clés : Réactions chimiques, Dynamique des fluides, Convection, Ana- lyse de stabilité linéaire, Simulations numériques.
iv
Contents
Acknowledgements — Remerciements i
Abstract — Résumé iii
Symbols and Abbreviations xii
Introduction 1
1 Convective dissolution in the context of carbon dioxide (CO
2)
sequestration 5
1.1 Geological sequestration of CO
2. . . . 6
1.1.1 Why should we limit CO
2emissions? . . . . 6
1.1.2 The role of Carbon Capture and Sequestration (CCS) to limit CO
2emissions . . . . 9
1.1.3 The importance of geological sequestration in CCS . . 10
1.2 Transport dynamics in geological formations . . . . 15
1.2.1 Fluid flow and solute transport in porous media . . . . 15
1.2.2 Physicochemical processes in geological formations . . 19
1.3 Buoyancy-driven flows . . . . 23
1.3.1 Gravity currents and hydrodynamic instabilities . . . . 24
1.3.2 Convective dissolution . . . . 28
1.3.3 Convective dissolution in reactive systems . . . . 32
1.4 Objectives . . . . 34
2 Linear development of dissolution-driven instabilities 37 2.1 Physical model and equations . . . . 40
2.1.1 Physical model . . . . 40
2.1.2 Dimensional equations . . . . 42
2.1.3 Nondimensionalisation . . . . 44
2.1.4 Dimensionless reaction-diffusion-convection model . . . 50
2.2 Non-reactive case . . . . 50
2.2.1 Model in the absence of reaction (B
0= 0) . . . . 51
2.2.2 Diffusion profile . . . . 52
v
2.2.3 Linear stability analyses: a short literature review . . 53
2.3 Base state: reaction-diffusion profiles . . . . 54
2.3.1 Concentration profiles . . . . 54
2.3.2 Density profiles . . . . 59
2.4 Method of linear stability analysis . . . . 61
2.4.1 Stream function formulation . . . . 61
2.4.2 Equations for the perturbations . . . . 62
2.5 Effect of reactions on the characteristics of the instability . . 65
2.5.1 Dispersion curves . . . . 65
2.5.2 Characteristics of the instability . . . . 66
2.5.3 Parametric study . . . . 70
2.5.4 General classification . . . . 75
2.6 Conclusion . . . . 78
3 Non-linear dynamics of dissolution-driven instabilities 81 3.1 Model and numerical method . . . . 84
3.1.1 Model . . . . 84
3.1.2 Numerical method . . . . 86
3.1.3 Convergence tests . . . . 90
3.1.4 Values of parameters . . . . 91
3.2 Fingering dynamics . . . . 92
3.2.1 Qualitative description of fingering dynamics . . . . . 92
3.2.2 Mixing length and velocity . . . 102
3.2.3 Finger width . . . 109
3.3 Convective dynamics . . . 111
3.4 Reaction zone dynamics . . . 115
3.5 Storage rate . . . 124
3.5.1 Dissolution flux . . . 126
3.5.2 Volume-averaged concentrations . . . 129
3.6 Conclusion . . . 136
4 Effects of differential diffusivity on dissolution-driven insta- bilities 139 4.1 Model . . . 140
4.2 General classification of reaction-diffusion density profiles . . 142
4.2.1 Asymptotic concentration profiles . . . 143
4.2.2 Asymptotic density profiles . . . 146
4.2.3 Global density profiles and possible dynamics . . . 152
4.3 Differential diffusivity effects on dissolution-driven instabilities 157 4.3.1 Extrema in the asymptotic density profiles . . . 157
4.3.2 Non-linear fingering dynamics . . . 159
4.3.3 Reaction zone dynamics and storage rate . . . 167
4.4 Conclusion . . . 171
vi
5 Convective dissolution of gaseous CO
2into aqueous solu- tions: interpretation of laboratory experiments 175 5.1 Convective dissolution of CO
2into salt water . . . 178 5.1.1 Carbonate system and assumption of no reactivity . . 179 5.1.2 Experimental parameters and characteristic scales . . 181 5.1.3 Effect of pressure on the characteristics of the convec-
tive instability . . . 184 5.1.4 Effect of salinity on the characteristics of the convec-
tive instability . . . 184 5.1.5 Effect of temperature on the characteristics of the con-
vective instability . . . 185 5.1.6 Comparison of dimensional theoretical predictions with
experimental results . . . 188 5.2 Convective dissolution of CO
2into alkaline solutions . . . 191 5.2.1 Reaction scheme . . . 191 5.2.2 Reaction-diffusion equations for the concentration pro-
files . . . 195 5.2.3 Equation of state for the density of the solution . . . . 196 5.2.4 Parameters . . . 197 5.2.5 Parametric study of the properties of RD density profiles198 5.2.6 Isolating solutal and diffusivity effects . . . 200 5.3 Conclusion . . . 202
Conclusions and prospects 205
Bibliography 211
vii
viii
Symbols and Abbreviations
Superscripts
f ¯ Horizontally- or vertically-averaged f . h f i Volume-averaged f.
f
∗Characteristic f.
f
0Value of f at the onset of instability.
f
sBase state f .
f ˜ , f ˆ Dimensional f (depending on the unit).
f Dimensionless f.
Subscripts
f
cf scale.
f
mf corresponding to the most unstable mode.
f
Uf computed for all modes from the volume-averaged squared velocity.
f
xHorizontal component of vector f (along the x-direction).
f
zVertical component of vector f (along the z-direction).
ix
Nondimensional numbers
β Ratio B
0/A
0between the initial concentration B
0of reactant B and the solubility A
0of the dissolving species A in the host phase. [—]
δ
iRatio D
i/D
Abetween the diffusion coefficient D
iof species i and D
Aof the dissolving species A. [—]
D Damköhler number constructed with the height of the system. [—]
φ Porosity of the porous medium. [—]
R Rayleigh number constructed with the height of the system. [—]
R
iSolutal Rayleigh number of species i. [—]
T Temperature of the system. [—]
Greek Symbols
α
iSolutal expansion coefficient of species i. [L/mol]
κ Permeability of the porous medium. [m
2]
θ Orientation of the z axis with regard to gravity. [
◦]
λ ˜ Wavelength of the instability. [m
−1]
µ Dynamic viscosity of the fluid. [Pa s]
˜
ν Spectral wavenumber of the instability. [m
−1]
ρ
0Density of the solvent. [kg/L]
ρ
BDensity of the host brine. [kg/L]
˜
ρ Density of the fluid. [kg/L]
˜
σ Growth rate of the instability. [s
−1]
x
Roman Symbols
A ˜ Concentration of the dissolving species A. [mol/L]
A
0Solubility of A in the host phase [mol/L]
B ˜ Concentration of the dissolved reactant B. [mol/L]
B
0Initial concentration of reactant B (everywhere except in Section 5.1) or inert solute B (Section 5.1) in the host phase. [mol/L]
C ˜ Concentration of the product C of the reaction. [mol/L]
d Gap width of the Hele-Shaw cell. [m]
D
iDiffusion coefficient of species i. [m
2/s]
g Gravity field of norm g. [m/s
2]
H Height of the system (z-direction). [m]
˜ h
CO2Henry’s constant for CO
2. [atm kg mol
−1]
˜ k Wavenumber of the instability. [m
−1]
K
iEquilibrium constant for reaction i. [depends]
k
i1Kinetic constant of forward reaction i. [depends]
k
i2Kinetic constant of backward reaction i. [depends]
L Width of the system (x-direction). [m]
˜
m
iMolality of species i. [mol kg
−1]
M
iMolar mass of species i. [g mol
−1]
˜
p Pressure in the fluid host phase. [atm]
p
CO2Partial pressure of gaseous CO
2above the host solution. [atm]
xi
q Kinetic constant of the A+B → C reaction. [L/mol/s]
r Reaction rate. [—]
T ˆ Temperature of the system. [
◦C]
T ˜ Temperature of the system. [K]
˜ t Time. [s]
u ˜ Flow velocity at the macroscopic scale. [m/s]
v ˜ Flow velocity at the pore scale. [m/s]
˜
x Horizontal space coordinate. [m]
˜
z Vertical space coordinate along g. [m]
Frequently used abbreviations
LSA Linear stability analysis NR Non-reactive
RD Reaction-diffusion
RDC Reaction-diffusion-convection
xii
Introduction
The interplay between chemistry and fluid flows can produce a wide range of various complex dynamics. Indeed, chemicals can sometimes be more than simple passive tracers carried out by fluid flows when changes in solute concentrations actively change the physical properties of the fluid such as density (as illustrated in Fig. 1), but also viscosity, or surface tension. By modifying the local quantities of solutes, reactions consuming or producing chemicals can thus create dynamic gradients (of density, for example) vary- ing in space and time, which in turn alter the flow dynamics. Conversely, amplifying fluid flow increases the reaction rate by accelerating transport and thus mixing in the fluid, thereby bringing reactants more quickly into contact.
Understanding this interplay between chemistry and fluid dynamics is there- fore crucial in numerous fields of study. In the field of chemical engineering, predicting the output of a chemical process is important for a large number of applications, for example to improve the efficiency of chemicals produc- tion or, on the contrary, slow down the chemical degradation in the reser- voir where the process takes place. Studying that interplay is in addition relevant to understand or even control natural processes occurring in the environment, such as the dispersion of pollutants in the atmosphere, in the oceans, or in geological media for instance. In particular, analyzing reactive fluid flows in porous or fractured geological media, so-called “Geological fluid dynamics” [133]
1not only provides insight on the origin of geological forma- tions shaped by fluid flows coupled with dissolution and precipitation, but also helps tackle challenges in geoengineering such as sustainably managing groundwater resources, performing Enhanced Oil Recovery (EOR) or carbon dioxide (CO
2) sequestration, to cite but a few.
Among those challenges, CO
2sequestration in geological formations has attracted much attention because of its potential role to mitigate climate change. CO
2sequestration consists in isolating this greenhouse gas from
1
References are numbered according to alphabetical order of authors.
1
2
Figure 1 – Chemical reactions and fluid dynamics are coupled via local changes in solute concentrations due to reactions, which can create density gradients varying in space and time. In turn, these density gradients can trigger and alter the flows, which influences the spatio-temporal distribution of the chemicals and thus the global reaction rate.
the atmosphere to reduce its contribution to global warming. When CO
2is injected into geological formations such as saline aquifers or oil fields, convec- tion can occur because the dissolution of CO
2in the host phase (brine or oil) located below it, coupled to diffusion, creates a buoyantly unstable density stratification: a denser boundary layer of CO
2-rich solution lies on top of less dense CO
2-poor bulk solution in the gravity field. After some time, the initially flat miscible contact line between the denser fluid layer and the less dense one deforms and so-called “fingers” of denser fluid sink into the lower part of the solution. That convective dissolution of CO
2into the host phase accelerates the mixing of both CO
2and host phases, thereby enhancing the safety of sequestration. The impact of reactions on the convective dynamics remains, however, poorly understood. Convective dissolution during carbon dioxide (CO
2) sequestration in subsurface formations [42, 75] is very likely to be affected by the interplay between chemistry and fluid flows. Given that geochemical reactions can occur inside the storage site, understanding their impact on CO
2transport could help select storage sites with geochemistry optimal to accelerate the dissolution of CO
2into the host phase.
In this context, we theoretically examine the effects of chemical reactions on
the density-driven instability that develops upon the dissolution of a reservoir
3
phase into a fluid host phase. We analyze the impact of chemistry on the fingering dynamics and on the resulting dissolution rate into the host phase.
Our aim is to understand whether chemical reactions can accelerate or slow down the development of convection. With a view to applying our results for CO
2sequestration in geological formations, we quantify the development of that instability in a partially miscible stratification occupying a porous medium and discuss the impact of chemistry on the time scales needed for complete CO
2dissolution and thereby on the safety of the whole process.
Our results are organized as follows.
In Chapter 1, we introduce the concepts of CO
2sequestration and fluid
flows in porous media, important to understand the context of this thesis,
and we review the literature on convective dissolution in partially miscible
stratifications. Next, we classify in Chapter 2 the effects of reactions on
convective dissolution according to whether they accelerate or slow down
the early-time development of the instability. In Chapter 3, we expand
the conclusions drawn in Chapter 2 to later-time dynamics when non-linear
effects are dominant, and more specifically we quantify the effects of reactions
on the dissolution rate into the host solution. Afterwards, we present the new
convective dynamics arising from changing the relative diffusion coefficients
of the solutes in Chapter 4. In Chapter 5 we apply our general classification
to the specific case of CO
2dissolving into aqueous solutions, in order to
compare our theoretical predictions to the results of laboratory experiments
in Hele-Shaw cells. Finally, we draw conclusions and present the prospects
that this work has opened.
4
Chapter 1
Convective dissolution in the context of carbon dioxide
(CO 2 ) sequestration
The interplay between chemical reactions and fluid flows has an important impact on the transport dynamics in a wide range of systems. More specifi- cally, we here consider a partially miscible stratification of a reservoir phase dissolving with a finite solubility into a host fluid. As this dissolution typ- ically modifies the density of the fluid, a complex density profile builds in time in the host phase. This profile can be modified by chemical reactions which can alter or even trigger buoyancy-driven (or density-driven) convec- tive flows, i.e. flows driven by differences of density in the gravity field.
These flows accelerate the transport processes in the host phase, thereby improving the global reaction rate and the mixing of both phases. Such buoyancy-driven flows take place in different types of partially miscible strat- ifications: a solid dissolving into a liquid [92, 93, 158], a gas dissolving into a liquid [16, 100, 115, 130, 136–139, 165, 166, 182–186], a liquid dissolving into another one [19, 106], solutions separated by a semi-permeable membrane [11, 25], to cite but a few. Analyzing convective dissolution is of tantamount importance for a wide range of applications including assessing the safety of nuclear energy generation [92, 93], or predicting the fate of carbon dioxide (CO
2) during its capture [182–186] or sequestration in geological formations [42, 75]. As CO
2sequestration plays a major role in the attempts to miti- gate climate change, we more specifically analyze convective dissolution in the context of CO
2sequestration, and therefore consider that the partially miscible stratification occupies a porous medium.
5
6 Chapter 1 Convective dissolution and CO
2sequestration
Let us now discuss with more detail the context of this study. In Section 1.1, we present Carbon Capture and Sequestration (CCS), which is a major ap- plication of the research on convective dissolution in partially miscible strat- ifications. Next, in Section 1.2 we discuss fluid flow and solute transport in porous media, like the geological formations used to store CO
2. This flow coupled to diffusive processes and chemical reactions contributes to the spatio-temporal changes in solute concentrations, possibly creating density gradients at the origin of hydrodynamic instabilities. These notions are use- ful to understand how physicochemical processes impact the storage during CO
2sequestration. In Section 1.3, we briefly present buoyancy-driven flows in the more general context of partially miscible stratifications and contrast them with their counterparts in miscible stratifications. Finally, we present the aims and organization of this thesis in Section 1.4.
1.1 Geological sequestration of CO 2
Geological sequestration of carbon dioxide (CO
2) is one of the most promis- ing options to reduce CO
2emissions, with a view to mitigating climate change and ocean acidification [12–14, 77, 134]. CO
2sequestration is part of Carbon Capture and Sequestration (CCS) techniques, consisting in cap- turing CO
2from large emitters of exhaust gas like power plants or chemical industries, and transporting it to a storage site where it will be isolated from the atmosphere for long periods of time or even indefinitely
1. To explain the importance of CO
2sequestration in geological formations, we first discuss the contributions of this greenhouse gas to climate change and ocean acid- ification. Then, we discuss the role of CCS to help reduce CO
2emissions and precise the importance of geological sequestration among other CCS techniques.
1.1.1 Why should we limit CO
2emissions?
The quantity of CO
2in the atmosphere has risen since the industrial era due to the increasing use of fossil fuels. The pre-industrial level of CO
2in the atmosphere amounted
2to 280 ppm [13]. This atmospheric concentration of CO
2has increased by 40 % since 1950, rising from less than 320 ppm in 1950 up to 391 ppm in 2011 (see Fig. 1.1). In 2015, the atmospheric
1
More precisely, the terms
storageand
sequestrationrefer to isolation from the atmo- sphere for long periods of time and indefinitely, respectively [13]. However in this study we will use one or the other interchangeably.
2
280 ppm CO
2means 280 molecules of CO
2per million molecules constituting dry
air.
Geological sequestration of CO
27
concentration of CO
2amounted to 399 ppm, with an average growth of 2 ppm/year in the last ten years [76]. The large anthropogenic CO
2emissions (over 32 GtCO
2/year in 2014 [76]) explain most of that increase [78].
Figure 1.1 – The increase of the atmospheric concentration of CO
2, a green- house gas, very likely explains most of the increase of the average annual temperature shown in Fig. 1.2. The letters represent different predictive models of IPCC: FAR is First Assessment Report, SAR Second Assessment Report, TAR Third Assessment Report, AR4 Fourth Assessment Report where A1B, A2 and B1 are predictive models based on different hypotheses.
Reproduced from IPCC (Intergovernmental Panel on Climate Change) [78].
The increase of the atmospheric concentration of CO
2, along with that of other greenhouse gases (GHGs)
3, has very likely caused global warming
4. CO
2is a major contributor to global warming as CO
2emissions due to energy generation represent 60% of the global anthropogenic emissions of greenhouse gases, and most of these emissions result from the oxidation of carbon in fuels during combustion [76]. Because of GHGs, the average annual temperature has never been so high in the last ten thousand years. It has risen by 0.85
◦C over the period 1880 – 2012 and more recently, by about 0.72
◦C over the period 1951 – 2012 (see Fig. 1.2) [78]. Hot days become more frequent and warmer, while cold days are less frequent and less cold
3
Other GHGs include water (H
2O), methane (CH
4), dinitrogen monoxide (N
2O), and chlorofluorocarbons (CFCs), among others [78].
4
GHGs absorb the heat radiated by the earth’s surface, which maintains the tempera-
ture above 0
◦C. However, an increase in the atmospheric concentration of GHG perturbs
this equilibrium and leads to a global increase of the average temperature [168].
8 Chapter 1 Convective dissolution and CO
2sequestration
[78]. As a consequence, the amounts of snow, sea ice and ice sheets on Earth decrease each year, while the average sea level rises [78]. Ocean acidification is another problem linked to the increase of CO
2atmospheric concentration [52, 63, 149]. When dissolving into the ocean, CO
2forms carbonic acid (H
2CO
3) in water, which releases protons
5and thus increases the acidity of the ocean.
Figure 1.2 – The increase of the temperature anomaly is one of the indicators of global climate change. This anomaly represents the difference of global an- nual temperature relative to the 1961–1990 period. For further details on the caption, please refer to Fig. 1.1. Reproduced from IPCC (Intergovernmental Panel on Climate Change) [78].
Climate change and ocean acidification can have catastrophic consequences for the ecosystems and the species depending on them, including humans [52]. Through changes in evaporation, precipitation and runoff patterns, climate change might reinforce the problem of water scarcity, already present in vulnerable regions due to population growth: this lack of water might dramatically impact sanitation, public health, as well as food availability via decreases of crop yields [150]. In addition, extreme events such as drought conditions, heavy precipitations, flood hazards or extreme sea level rises are very likely to occur more frequently in some parts of the world, which could further affect the living conditions of billions of people [78, 150]. Ocean acidification and warming, shifting patterns of currents, and sea ice loss
5
See Chapter 5.
Geological sequestration of CO
29
are other stresses that could endanger marine ecosystems, from fisheries to coral reefs [149]. The loss of sea ice directly affects sea ice algae and sub ice phytoplankton through a loss of habitat, and indirectly impacts other species, such as arctic foxes, through effects on movement, population mixing, and pathogen transmission [140].
1.1.2 The role of Carbon Capture and Sequestration (CCS) to limit CO
2emissions
In this context, acting quickly to reduce CO
2emissions is mandatory. This reduction can be achieved by acting on the five factors impacting the mag- nitude of CO
2emissions [13, 71, 77]: the population size, the economic standard of living, the energy intensity of the economy, the carbon intensity of the energy system, and the uptake of atmospheric CO
2. Here below we briefly discuss all possible mitigation measures, based on these five factors.
First, we can already rule out the reduction of the population size, or of the economic standard of living, typically represented by GDP
6per capita. The world population is unlikely to stop growing this century: an increase up to between 9.6 and 12.3 billion inhabitants worldwide in 2100 is expected [57].
Although an economy of “degrowth” is sometimes advocated [22], a policy aiming the decline of the economic output will probably not be accepted [13, 134]. Further, historical evidence shows that population size and economic decline are geographically localized and temporally limited [13].
Another possibility to reduce CO
2emissions is to decrease the energy inten- sity of the economy, i.e. the amount of energy needed to achieve a given standard of living. It is difficult to further improve the efficiency of the con- version of primary energy into useful energy (like electricity) [70]. Therefore, the only way of reducing the energy intensity of the economy is to improve the efficiency of energy end-use and energy management: improving isolation of houses, modifying behaviors in particular concerning family cars driving in cities, etc. [13, 70, 168]
Reducing the carbon intensity of the economy is also an option to reduce CO
2emissions. This means switching from carbon-rich fossil fuels (oil, coal) to hydrogen-rich ones such as natural gas, to renewable energy sources, or to nuclear energy generation [13]. Reducing the use of carbon-rich fossil fuels is difficult, especially in developing countries, because oil and coal are cheap and abundant [52, 121, 168]. Switching from oil or coal to natural gas can re- duce CO
2emissions by more than 40 % [168]. However, it can be short-lived
6
GDP stands for Gross Domestic Product.
10 Chapter 1 Convective dissolution and CO
2sequestration
because of the limited supply of natural gas, and CO
2remains a byproduct of the energy generation [13]. Transitioning to renewable energy sources has several drawbacks like the difficulty in storing the energy generated, pub- lic resistance to wind energy, conflicts between expansion of land devoted to biomass production and other land uses, while nuclear energy raises the problems of nuclear waste disposal and security concerns [13].
The last option is the increase of the uptake of CO
2. This increase can be achieved either by stimulating natural carbon sinks (e.g. reforestation at the condition that forest resources are exploited rather than burned [168]), which have a relatively small capacity [13] or either through Carbon Capture and Sequestration (CCS) techniques.
1.1.3 The importance of geological sequestration in CCS Various technologies are available for CO
2capture, separation, transport, and storage, as shown in Fig. 1.3. These different options can be combined together depending on the case under consideration to form a full CCS sys- tem. Let us first briefly describe the technologies used for CO
2capture and transport before moving to CO
2storage.
a CO
2capture and transport
The first step is to capture CO
2from exhaust gas and to separate it from other components and impurities. This can be achieved by post-combustion, pre-combustion or through oxy-fuel combustion [52, 63, 134, 142, 168, 169].
In post-combustion systems, the exhaust gas is flown through a solvent that preferably absorbs CO
2. Examples of solvent include aqueous solutions of alkanolamines such as monoethanolamine (MEA) [134, 182], ammonia or amino acid salt solutions [134]. These solutions can be recycled, after heating to release the captured CO
2. In pre-combustion technologies, carbonless fuels like hydrogen (H
2) are produced from carbon fuels, with CO
2as by-product.
The output stream then contains CO
2at a higher concentration and pressure than in post-combustion technology [134, 142]. Oxy-fuel combustion consists in performing the combustion with pure oxygen (O
2) separated from the nitrogen (N
2) contained in air. This separation step allows to recover as combustion products essentially CO
2and water (H
2O), easily separated.
Similarly to pre-combustion technology, the gas stream then contains a high
CO
2concentration which facilitates further treatment [77, 134, 142, 169].
Geological sequestration of CO
211
Figure 1.3 – Schematic representation of possible CCS systems. CO
2is
emitted from combustion of coal, biomass, gas or oil, and captured in power
plants, petrochemical plants, or cement/steel/refineries, etc. H
2possibly
produced during the capture process can be exploited further as a carbon-
less fuel. Next, CO
2is transported to storage sites. The storage options
for CO
2are mineral carbonation, industrial uses, ocean storage, or geolog-
ical storage possibly coupled to EGR (Enhanced Gas Recovery) or EOR
(Enhanced Oil Recovery — not represented here). Reproduced from IPCC
(Intergovernmental Panel on Climate Change) [77].
12 Chapter 1 Convective dissolution and CO
2sequestration
Once isolated, CO
2transport to storage sites is required in the very likely case that power plants and storage sites are not located at the same place.
Possible options are transport by pipeline, ships or for smaller quantities trains or tanker trucks [77, 134].
b CO
2storage
After its capture and transport, CO
2can be stored in several possible pro- cesses such as industrial uses, mineral carbonation, ocean storage or geolog- ical storage [77, 142].
Current industrial uses of CO
2include production of urea, refrigeration systems, inert agent for food packaging, beverages, fire extinguishers, etc.
[77, 161]. In the future, CO
2could also be used as a carbon source for the production of organic chemicals such as polymers (polyurethanes, polycar- bonates), liquid carbon-based fuels (e.g. gasoline and methanol) or biomass, for example starch that can be converted afterwards into industrial fuels like methane, methanol, hydrogen or biodiesel [77, 161]. This could however store only a small fraction of all CO
2emissions, and only for a short period of time as these products have a limited life cycle [77].
Mineral carbonation consists in accelerating the natural weathering to fix CO
2into minerals [77, 134, 161]. This safe but expensive process allows to store CO
2for a long period of time [134]. Although the carbonation reaction is favorable from a thermodynamic viewpoint, the kinetics of the reaction is so slow that energy supply is required to accelerate the reaction [77]. In addition, this technique requires mining and transporting large quantities of reactant mineral, as well as transporting the products towards their disposal site (geological formations) or further use site (e.g. construction) [77].
Ocean storage is an option still in development as the consequences are still not clearly understood. The idea is to inject liquid CO
2, denser than sea water (see density of CO
2phase as a function of temperature and pressure in Fig. 1.4), at great depths where it would sink at the bottom of the sea and dissolve as bicarbonate [74, 77]. In fact, the injection would accelerate the natural absorption of atmospheric CO
2by the ocean. Ocean storage raises concern because it could impact marine ecosystems through an increase in ocean acidity, as explained in Section 1.1.1. Furthermore, this option is rather unpopular as ocean currents coupled to local supersaturation could cause a quick release of the stored CO
2in the atmosphere [74].
Geological sequestration, consisting in injecting CO
2into the subsurface (see
Fig. 1.5), is one of the most promising options to reduce the emissions of
Geological sequestration of CO
213
Figure 1.4 – The density of CO
2depends on the type of phase — gas, liquid,
or supercritical — and typically increases when temperature decreases or
when pressure increases. Reprinted from Prog. Energ. Comb., 34, Bachu ,
CO
2storage in geological media: role, status and barriers to deployment,
254–273, Copyright (2008), with permission from Elsevier [13].
14 Chapter 1 Convective dissolution and CO
2sequestration
CO
2to the atmosphere [52, 77, 154, 160]. This technology is mature as the transport and injection of CO
2have already been performed in the con- text of EOR (Enhanced Oil Recovery) and EGR (Enhanced Gas Recovery) [7, 13, 52, 77, 134, 154]. In addition, underground sequestration has a large potential capacity (1000–1800 Gt CO
2worldwide) and environmental im- pacts are more acceptable for underground environments than for ocean, due to less biocomplexity [154]. Saline aquifers are promising candidates for CO
2sequestration because, unlike hydrocarbon reservoirs, they are evenly distributed in various parts of the world [13, 52]. For example in Belgium, several saline aquifers are present in the north as well as in the south of the country, which compensates the absence of oil or gas reservoirs [181]. An- other advantage of saline aquifers is that the brine they contain typically has a long residence time, ensuring that the dissolved CO
2will actually remain in the reservoir [14, 119]. That brine is not drinkable and cannot be used for agriculture either [52], so that CO
2sequestration in saline aquifers does not compete with other uses. Finally, saline aquifers allow a higher injectivity than the unmined coal sites and abandoned coal mines present in Belgium [181].
Figure 1.5 – Schematic illustration of CO
2geological storage. Injected CO
2is typically less dense than the surrounding host phase in the geological
formation (for example oil, brine) and thus rises up to a caprock, i.e. an
impermeable boundary rock layer.
Transport dynamics in geological formations 15
1.2 Transport dynamics in geological formations
As CO
2sequestration in subsurface sites is a promising option, it is crucial to analyze the CO
2transport dynamics in geological formations. For instance, the temporal evolution of the mixing zone between the CO
2phase and the brine of a saline aquifer can provide information on the times scales needed for complete sequestration. The quantity of CO
2that can be stored and its ultimate fate in the storage site, i.e. under what form it will be stored, are also important questions not only to assess the efficiency of the sequestration but also to address possible safety issues, such as contamination of nearby groundwater or leakage to the atmosphere, which could harm biodiversity and human health. As CO
2is denser than air, it can accumulate in depres- sions or buildings and cause harmful effects for the health at a concentration
7above 0.5 %. Above 20 % concentration, death occurs in 20 – 30 min [13]. In this context, quantifying the safety, the rate and the duration of CO
2storage is of tantamount importance. These characteristics depend on the transport dynamics of CO
2in underground geological formations, composed of porous materials. Therefore, we first explicit the definition of porous media and present classical equations to model fluid flow and solute transport therein (Section 1.2.1). These notions are needed to understand how the physico- chemical processes occurring underground affect the transport dynamics of CO
2(Section 1.2.2).
1.2.1 Fluid flow and solute transport in porous media
A porous medium consists of a solid matrix with interconnected voids — small holes called pores — where fluids can flow through [129, 133]. Typical porous media (see e.g. Table 1.1) include biological tissues (sponge, wood, hair strands of mammals,...), industrial materials (membranes used for fil- tration, wire crimps, silica powder,...), or rocks forming the basis of geolog- ical formations (granite, sandstone, limestone, dolomite, etc.). The porous medium can be occupied by a fluid filling the pores: for instance brine in the case of saline aquifers, oil or gas for oil and gas reservoirs respectively, etc. The dynamics of that fluid are important for environmental sciences and geological engineering issues like avoiding contamination of aquifers by chemical waste, improving Enhanced Oil Recovery Techniques, understand- ing the history and morphology of geological formations, to cite but a few [133]. We therefore discuss how to model fluid flows in porous media.
7
The current usual atmospheric concentration of CO
2of 391 ppm [76], mentioned in
Section 1.1, corresponds to 0.0391 % (in mole fraction of dry air).
16 Chapter 1 Convective dissolution and CO
2sequestration
a Modeling fluid flows in porous media
In geological formations, there exist two different length scales: the system dimensions (for instance, the height of a typical acid gas injection site is of the order of 10 m – 100 m [62]), and the pore scale (generally 1 µm - 1 mm [133]). Due to the important number of pores and the inherent complexity of the network of pores with different sizes and geometries, modeling fluid flows at the pore scale requires large computing resources. To deal with this issue,
“mean field” properties characterizing the porous medium are defined on an intermediate mesoscopic length scale, much larger than the pore scale but still much smaller than the dimensions of the formation or the characteristic length of the flow pattern. Defining a mesoscopic scale is indeed possible in the context of geological formations given the large difference between the system dimensions and the pore scale. Phenomenological equations depend- ing on these mesoscopic properties are then used to model fluid flow and solute transport [28, 129, 133].
At such a mesoscopic scale, the flow velocity in a porous medium can be modeled with Darcy’s equation [85, 129, 133]:
∇ ˜ p ˜ = − µ
κ u ˜ + ˜ ρ g, (1.1)
which links the pressure p, the viscosity ˜ µ, the permeability κ, the fluid velocity u ˜ and the buoyancy term ρ ˜ g, where g is the gravity field and ρ ˜ is the density of the fluid. This equation means that in absence of buoyancy effects, the fluid flows in the opposite direction of the pressure gradient, i.e.
from large to low values of pressure. The intensity of this fluid flow is also proportional to the mobility ratio κ/µ between the the permeability of the porous medium and the viscosity of the fluid.
The dynamic viscosity µ (with units Pa s) quantifies the resistance of a fluid to shear stress. This property depends on the nature of the fluids, and for a given fluid depends on temperature and solute concentrations. A more viscous fluid such as glycerine flows more slowly than a less viscous one like water. This is also true in porous media as shown by Eq. (1.1).
The permeability κ (with units m
2) measures the ability of the porous medium to let fluid flow through it. As shown by Eq. (1.1) for a fixed gradient of pressure, the flow velocity is larger in a medium with a larger permeability. In this study, we assume that the porous medium is isotropic and homogeneous, and thus κ is a constant scalar
8[129].
8
In reality, the situation can be more complex: geological formations are often het-
erogeneous (i.e.
κis not constant but depend on the spatial coordinates) and anisotropic
(i.e.
κis not a scalar but a second-order tensor as it depends on the fluid flow direction)
[18, 23, 129].
Transport dynamics in geological formations 17
The fluid velocity u ˜ is a “phenomenological” velocity, related to the velocity v ˜ of the interstitial fluid in the pores as
u ˜ = φ˜ v, (1.2)
where φ is the porosity of the porous medium, defined as the fraction of interconnected pore volume available to the fluid
9, and thus in the range 0 to 1 [129, 133, 160]. Equation (1.2) means that, as the fluid only occupies a small fraction of the total volume, the observed fluid velocity u ˜ is smaller than the interstitial one ˜ v. We assume that the porosity φ is constant in the homogeneous porous medium at hand.
Table 1.1 gives ranges of typical permeabilities for some common porous media, varying between 10
−21m
2for granitic rocks to 10
−8m
2for wire crimps, and typical porosities, varying between 0.01 for granitic rocks to 0.8 for wire crimps. This table illustrates that the permeability in geological formations is typically lower than that in other types of porous media. Note that between different types of rocks, the permeability can vary by several orders of magnitude. As in some geological formations the porosity is much smaller than 1, the difference between the phenomenological velocity u ˜ and the velocity v ˜ in the pores can be large. Quantifying the porosity φ and permeability κ of a porous medium is important to select a site for CO
2sequestration as φ and κ affect the capacity (potential quantity of CO
2that can be stored) and injectivity (potential CO
2injection rate) of the geological formation [12].
Material Porosity φ Permeability κ (m
2) Geological
Limestone (dolomite) (0.4 – 1) × 10
−110
−11– 10
−10Metamorphic/Granitic rocks 0.1 × 10
−110
−21– 10
−16Sand 5 × 10
−110
−11– 10
−10Sandstone (0.5 – 4) × 10
−110
−16– 10
−12Soil 5 × 10
−110
−13– 10
−11Industrial
Brick (1 – 3) × 10
−110
−15– 10
−13Silica powder (4 – 5) × 10
−110
−14Wire crimps (7 – 8) × 10
−110
−9– 10
−8Natural
Leather 6 × 10
−110
−9Table 1.1 – Properties of some common porous materials. Adapted from Nield and Bejan [129], Philips [133].
9
By consequence of this definition, if all the pores are connected, the fraction of solid
volume is calculated as
1−φ.18 Chapter 1 Convective dissolution and CO
2sequestration
The density ρ ˜ of the fluid appears in the buoyancy term ρg ˜ and thus impacts the flow dynamics. Without pressure gradient, the fluid flows in the direction of gravity g (Eq. (1.1)). The density ρ ˜ depends on the temperature T ˜ and solute concentrations c ˜
ivia an equation of state. In a dilute solution, non- ideal effects
10can be neglected. With this assumption, the equation of state for ρ( ˜ ˜ T , { c ˜
i} ) is linear and writes [23]:
˜
ρ( ˜ T , { c ˜
i} ) = ρ
0( ˜ T
0)
"
1 + α
T( ˜ T − T ˜
0) + X
i
α
i( ˜ T ) ˜ c
i#
, (1.3)
where ρ
0( ˜ T
0) is the density of the solvent at the reference temperature T ˜
0, α
T( ˜ T) =
ρ10
∂˜ρ
∂T˜
is the thermal expansion coefficient of the solvent, and α
i( ˜ T ) =
ρ10
∂˜ρ
∂c˜i
is the solutal expansion coefficient of the solution with re- gard to the solute i. If the system is isothermal with a constant temperature T
0, the only density differences inside the system are due to variations in solute concentrations and Eq. (1.3) is simplified to
˜
ρ( ˜ T , { c ˜
i} ) = ρ
0( ˜ T
0)
"
1 + X
i
α
i( ˜ T ) ˜ c
i#
, (1.4)
Besides Darcy’s equation, the following mass balance equation must be ver- ified in the system:
∂
∂ ˜ t (φ˜ ρ) + ∇ ˜ · ( ˜ ρ˜ u) = 0, (1.5) If the porosity of the medium does not vary in time
11and the density differ- ences in the fluid are small, we can assume ∂(φ˜ ρ)/∂ ˜ t ≈ 0 and ∇ ˜ · ρ ˜ ≈ 0, so that Eq. (1.5) can be reduced to the condition of flow incompressibility:
∇ ˜ · u ˜ = 0. (1.6)
The small density variations in the fluid are then taken into account only in the buoyancy term ρg ˜ of Eq. (1.1): this corresponds to the Boussinesq approximation, valid for many common fluids [60].
b Modeling solute transport in porous media
Analyzing solute transport in porous media is crucial for a large number of applications. Solutes are dissolved in the interstitial fluid occupying the porous medium. Their concentration varies dynamically in space and time ˜ t
10
Non-ideal effects are linked to intermolecular interactions [10].
11
The porosity of the medium could vary in time due to mechanical effects such as an
increase of pressure for example [75].
Transport dynamics in geological formations 19
because of fluid flows arising from either forced convection (= advection) or either natural (= free) convection, diffusion due to a concentration gradient, or chemical reactions
12. This is expressed in the reaction-diffusion-convection (RDC) equation for the concentration c ˜
iof a solute i in a porous medium [129]:
φ ∂ c ˜
i∂ ˜ t + ∇ ˜ · ( u ˜ c ˜
i) = φ ∇ ˜ (D
i∇ ˜ c ˜
i) + φ r ˜
i( { c ˜
j} ). (1.7) The reaction term r ˜
i( { c ˜
j} ) represents the variation of solute concentration
13caused by chemical reactions. The term φ ∇ ˜ (D
i∇ ˜ c ˜
i) corresponds to the variation of solute concentration due to the diffusive flux − D
i∇ ˜ c ˜
iwith D
ithe diffusion coefficient of species i. The advection-convection term ∇· ˜ ( u ˜ c ˜
i) corresponds to the variation of solute concentration due to transport by the fluid flow with speed u. ˜
Assuming that the fluid is incompressible (Eq. (1.6)) and the diffusion coef- ficients D
iare constant, Eq. (1.7) is rearranged to read:
φ ∂ c ˜
i∂ ˜ t + u ˜ · ∇ ˜ c ˜
i= φD
i∇ ˜
2c ˜
i+ φ r ˜
i( { c ˜
j} ). (1.8) The equation of state (1.4) for the density ρ ˜ depending on the solute con- centrations couples Eqs. (1.8) and (1.1), where ρ ˜ appears in the buoyancy term. Chemistry affects hydrodynamic instabilities because the properties of the fluid, such as surface tension, viscosity or in this study more specifically density, depend on concentrations and temperature, which are affected by chemical reactions [3, 29, 31, 36, 108].
1.2.2 Physicochemical processes in geological formations On the basis of the equations for fluid flow (Eqs. (1.1) and (1.6)) and solute transport in porous media (Eq. (1.8)), we now discuss the large variety of physicochemical processes taking place in subsurface formations. In the con- text of CO
2sequestration, it is important to understand these processes be- cause they impact CO
2transport dynamics underground [6, 13, 14, 42, 75].
For example, upon injection of CO
2in the storage site, the stress on the porous rock matrix due to the increase of pressure can cause a variation of the properties of the medium (porosity, permeability) [75], which can af- fect fluid flow (see Eq. (1.1)). Let us discuss other physical and chemical processes impacting transport dynamics during CO
2sequestration.
12
To simplify the problem, we neglect the effect of dispersion on solute transport [66].
13
More specifically, the reaction term
r˜i({c˜j})represents the variation of solute quantity
per unit volume of
interstitial fluid.20 Chapter 1 Convective dissolution and CO
2sequestration
a Geochemistry
Different types of geochemical reactions are possible in subsurface formations [119, 133]. Dissolution/precipitation reactions of the type S −− ) −− * D
1+ D
2involve a solid S in equilibrium with two dissolved ions D
1and D
2. For example, the dissolution of solid calcium carbonate (CaCO
3in the form of calcite or aragonite) releases calcium cations Ca
2+and carbonate anions CO
2–3in solution [119]:
CaCO
3(s)−− ) −− * Ca
2+(aq)+ CO
2−3(aq). (1.9) In replacement reactions of the type S
1+ D
1−− ) −− * S
2+ D
2, a dissolved ion D
1replaces another one in the solid S
1, which produces another solid S
2and a dissolved ion D
2. For instance, a magnesium cation Mg
2+can replace a calcium cation in calcite, which results in dolomite CaMg(CO
3)
2and releases a calcium cation (dolomite replacement reaction) [133]:
2 CaCO
3(s)+ Mg
2+(aq)−− ) −− * CaMg(CO
3)
2(s)+ Ca
2+(aq). (1.10) A second example is the so-called albitization of potassium-rich feldspar KAlSi
3O
8, where a potassium cation K
+is replaced with a sodium cation Na
+[133]:
KAlSi
3O
8(s)+ Na
+(aq)−− ) −− * NaAlSi
3O
8(s)+ K
+(aq). (1.11) Fixation/combination reactions of the type S
1+ D −− ) −− * S
2+ S
3consist in the reaction of a dissolved ion D with a solid S
1, producing two solids S
2and S
3. An typical example of such reaction is dissolved CO
2reacting with wollastonite CaSiO
3, forming calcite and silica SiO
2[21, 133]:
CO
2(aq)+ CaSiO
3(s)−− ) −− * CaCO
3(s)+ SiO
2(s). (1.12) Fixation reactions are the type of reactions most often considered in studies of reactive convective dissolution, where dissolved CO
2reacts with a solid, either in excess [8, 9, 21, 44, 58, 178, 179] or not [58, 180], to produce another solid. The reverse reaction consists in the combination of two solids S
2and S
3, generating a third solid S
1and a dissolved ion D.
Geochemical reactions that fix CO
2in a mineral can also be more complex reactions resulting from the combination of the elementary types presented here above. For example, CO
2can react with potassium-rich feldspar, pro- ducing dawsonite NaAlCO
3(OH)
2and silica (in the form of quartz) [58]:
CO2(aq)+ H2O(l)+ KAlSi3O8(s)+ Na+(aq)−−)−−*NaAlCO3(OH)2(s)+ K+(aq)+ 3 SiO2(s).