Subscriber access provided by CORNELL UNIVERSITY LIBRARY
Article
Dissolved CO2 increases breakthrough porosity in natural porous materials Yi Yang, Stefan Bruns, Susan Louise Svane Stipp, and Henning Osholm Sørensen Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/acs.est.7b02157 • Publication Date (Web): 16 Jun 2017 Downloaded from http://pubs.acs.org on June 18, 2017
Just Accepted “Just Accepted” manuscripts have been peer-reviewed and accepted for publication. They are posted online prior to technical editing, formatting for publication and author proofing. The American Chemical Society provides “Just Accepted” as a free service to the research community to expedite the dissemination of scientific material as soon as possible after acceptance. “Just Accepted” manuscripts appear in full in PDF format accompanied by an HTML abstract. “Just Accepted” manuscripts have been fully peer reviewed, but should not be considered the official version of record. They are accessible to all readers and citable by the Digital Object Identifier (DOI®). “Just Accepted” is an optional service offered to authors. Therefore, the “Just Accepted” Web site may not include all articles that will be published in the journal. After a manuscript is technically edited and formatted, it will be removed from the “Just Accepted” Web site and published as an ASAP article. Note that technical editing may introduce minor changes to the manuscript text and/or graphics which could affect content, and all legal disclaimers and ethical guidelines that apply to the journal pertain. ACS cannot be held responsible for errors or consequences arising from the use of information contained in these “Just Accepted” manuscripts.
Environmental Science & Technology is published by the American Chemical Society. 1155 Sixteenth Street N.W., Washington, DC 20036 Published by American Chemical Society. Copyright © American Chemical Society. However, no copyright claim is made to original U.S. Government works, or works produced by employees of any Commonwealth realm Crown government in the course of their duties.
Page 1 of 33
Environmental Science & Technology
Dissolved CO2 increases breakthrough porosity in natural porous materials Yi Yang*1, Stefan Bruns1, Susan Louise Svane Stipp1 and Henning Osholm Sørensen1 1
Nano-Science Center, Department of Chemistry, University of Copenhagen, Universitetsparken 5, DK-
2100 Copenhagen, Denmark
*
[email protected]; Tel: +45 9161 4575; Fax: +45 3532 0219
ACS Paragon Plus Environment
Environmental Science & Technology
1
ABSTRACT
2
When reactive fluids flow through a dissolving porous medium, conductive channels form, leading to
3
fluid breakthrough. This phenomenon is caused by the reactive infiltration instability and is important in
4
geologic carbon storage where the dissolution of CO2 in flowing water increases fluid acidity. Using
5
numerical simulations with high resolution digital models of North Sea chalk, we show that the
6
breakthrough porosity is an important indicator of dissolution pattern. Dissolution patterns reflect the
7
balance between the demand and supply of cumulative surface. The demand is determined by the
8
reactive fluid composition while the supply relies on the flow field and the rock’s microstructure. We
9
tested three model scenarios and found that aqueous CO2 dissolves porous media homogeneously,
10
leading to large breakthrough porosity. In contrast, solutions without CO2 develop elongated convective
11
channels known as wormholes, with low breakthrough porosity. These different patterns are explained
12
by the different apparent solubility of calcite in free drift systems. Our results indicate that CO2 increases
13
the reactive subvolume of porous media and reduces the amount of solid residual before reactive fluid
14
can be fully channelized. Consequently, dissolved CO2 may enhance contaminant mobilisation near
15
injection wellbores, undermine the mechanical sustainability of formation rocks and increase the
16
likelihood of buoyance driven leakage through carbonate rich caprocks.
17
ACS Paragon Plus Environment
Page 2 of 33
Page 3 of 33
Environmental Science & Technology
18
Introduction
19
A great challenge in predicting the consequences of geologic carbon storage (GCS) is to quantify the
20
interaction between flowing reactive fluids and geologic formations as a function of time.1-8 Making
21
progress in this direction requires considering a GCS reservoir as a constantly evolving flow system, that
22
is subject to geochemical and geomechanical instabilities.9, 10 The reactive infiltration instability (RII) is
23
the morphological instability of a migrating dissolution front resulting from heterogeneities in
24
petrophysical properties. RII controls the microstructural evolution of rock in response to an imposed
25
flow field and is the key to the self-organization of fluid flow through natural porous materials.11-17
26
Identifying the trigger of this instability, as well as the chemical reactions leading to the morphological
27
development,18, 19 is especially important for predicting the evolution of the sealing integrity of caprock
28
and the geomechanical deformation susceptibility of reservoir structures as host rocks are eroded away.
29
The morphological evolution of porous media caused by the reactive infiltration instability can be
30
described qualitatively using dissolution patterns (homogeneous, ramified, channelized etc.;20-22 also
31
Figure 1), or quantitatively, using breakthrough porosity, ϕc, the macroscopic porosity of a sample when
32
fluid creates a penetrating channel.20, 23, 24 Given a sample size, the breakthrough porosity is an indicator
33
of dissolution pattern. A large ϕc is typically associated with a uniformly dissolving morphology while a
34
small ϕc indicates the formation of fingering channels. Breakthrough porosity can also be qualitatively
35
related to the mechanical stability of a sample after fluid penetration. A large ϕc means little solid is left
36
behind and the porous microstructure is mechanically weak, and vice versa. These features of
37
breakthrough porosity motivated the use this parameter to describe the dynamic process of
38
microstructure development. Worth mentioning is that the breakthrough porosity of an evolving porous
39
medium is different from the solute breakthrough curve in a steady state flow field. The former
ACS Paragon Plus Environment
3
Environmental Science & Technology
Page 4 of 33
40
describes microstructural evolution while the latter characterises the transport within a static geometry
41
and can be effectively computed using streamline tracing.25
42
A strong coupling between mineral dissolution rate and rock permeability is essential for a dynamic
43
process involving RII. Coupling can be decomposed into 3 aspects of sensitivity.21, 26 First, the sensitivity
44
of the flow field to rock microstructure determines how the reactants and products of the water-rock
45
interactions are conveyed in a flow field so the chemical system remains far from equilibrium.27-30 This
46
sensitivity can be affected by variables such as the geometry and the texture of the pore surfaces,31-35
47
the properties of the fluids and their interactions during flow,36-38 as well as the body forces exerted by,
48
e.g. gravitational or electrostatic fields.39 Second, the sensitivity of the reaction rates to fluid
49
composition, which determines the spatial variations of chemical conversion (i.e. the extent of chemical
50
reaction, which is characterised by the relative amount of reactant converted to product).40 This
51
sensitivity is often complicated by the intrinsic mineral heterogeneity in natural porous media,41-44 and
52
by the large number of aqueous species involved in the reactions.45, 46 Finally, the sensitivity of the rock
53
microstructure to chemical conversion closes the loop of the positive feedback leading to RII. 47 This
54
sensitivity reflects the density, molar mass and the solubility of the dissolving or precipitating minerals.
55
If any of the three sensitivities becomes zero, the infiltration instability vanishes and the self-
56
organization of the porous structure ceases.13, 48, 49
ACS Paragon Plus Environment
4
Page 5 of 33
Environmental Science & Technology
57 58
Figure 1. A qualitative demonstration of the dissolution front instability in a 2D domain. The instability
59
determines the morphology of the dissolving porous medium. Yellow indicates the dissolving front. (a)
60
Stable dissolution front: mineral dissolution always takes place at the same distance from the injection
61
point. (b) – (d): increasingly unstable dissolution fronts, where the distance between the injection point
62
and the dissolution front varies considerably. The same amount of reactive fluid was injected in each
63
simulation and snapshots were taken after the same reaction time. Greater instability leads to a higher
64 65 66 67
likelihood of channel formation (wormholing).
68
thus affects all three types of sensitivity. For example, buoyant gaseous or supercritical CO2 might
69
induce Rayleigh-Taylor instability,50 influencing the spreading of the reactive aqueous phase and mixing
70
of the fluids.51 Dissolution of CO2 in water changes many aspects of the kinetics of the water-rock
71
interactions. Mineral dissolution rates increase because of lower pH and a stronger contribution from
72
carbonic and bicarbonate species through surface complexation.52, 53 The apparent order of reaction,
73
i.e., the sensitivity of reaction rate to reactant concentration, decreases because of the buffering effect
74
of dissolved CO2 as a weak acid.33 Apparent mineral solubility can also be affected by modified ion
Introducing CO2 into a natural porous formation changes many of the factors that control behaviour,
ACS Paragon Plus Environment
5
Environmental Science & Technology
Page 6 of 33
75
activity and buffered pH. Increased solubility is a thermodynamic driving force for the dissolution
76
reactions. It can change the relative stability of the secondary phases and as a result, the sensitivity of
77
the solid architecture to the extent of reaction.7, 8, 54, 55 Finally, the impact of CO2 depends on how the
78
gas is introduced.56, 57 Direct injection,58 surface mixing59 and wellbore mixing4, 60 all yield distinct
79
pressures and solution compositions.
80
The dynamics of dissolving microstructures and consequently, the CO2 effect on the breakthrough
81
properties of natural porous materials remain poorly understood for three reasons. First, structural
82
heterogeneities (e.g., spatial variations in porosity and permeability) can be viewed as perturbations for
83
reaction front migration. These perturbations are amplified by infiltration instability. Thus, in a series of
84
experiments, the initial microstructure must be identical for meaningful comparison of results, but this is
85
not possible in experiments with real materials.19, 31, 32 Second, there are few numerical models currently
86
available that can directly account for the pore scale heterogeneities that cause the instabilities that are
87
important for simulations to be valid.61-63 Recent advances in X-ray imaging, however, have made it
88
possible to create models using actual images from natural samples and use them to numerically
89
simulate microstructure evolution in 2.5D64 or even in 3D.65, 66 Such an operation usually requires
90
binarisation (segmentation) of the image data because of the limited applicability of governing
91
equations that are derived from first principles. For example, Navier-Stokes equations cannot be applied
92
directly for a mixed system of solid and fluids.67, 68 Such “hard segmentation” loses a large portion of the
93
information contained in each pixel, which can erase the important heterogeneities that trigger the
94
unstable migration of the dissolution front.69, 70 This loss of detail is especially significant when the
95
imaging resolution is not sufficient to fully resolve the grains and pores in very fine grained materials,
96
such as chalk. Finally, simulating microstructure evolution is a free boundary problem of partial
97
differential equations and often requires prohibitive computational resources, even with binarised
98
geometry.14, 48
ACS Paragon Plus Environment
6
Page 7 of 33
Environmental Science & Technology
99
In this study, we used a model that reflects the submicrometre scale heterogeneities that are present in
100
real samples to study the influence of dissolved CO2 on the microstructure evolution of natural porous
101
materials. We focus on the geochemical aspect of the comparison, i.e. CO2 is considered an aqueous
102
species that modifies the dissolution rate and the apparent solubility of calcite but does not affect the
103
physical properties of fluid. In three model scenarios, we tested the effect of reactive fluids with three
104
different compositions, as they flowed through the simulation domain. We used high resolution X-ray
105
tomography images (25, 50 and 100 nm voxel size) to characterise the microstructure in natural chalk
106
samples. Chalk was chosen as a rapidly dissolving model material. It is the dominant bedrock in
107
northwest Europe, often hosting oil and gas reservoirs that have been considered for GCS. After
108
computing voxel specific porosities from the 32 bit images, the greyscale datasets were implemented
109
directly into numerical simulations. The simulations allowed us to differentiate between the effects of
110
the initial microstructure and solution composition and to investigate their effects on microstructure
111
evolution. The simulated spatial and temporal evolution of rock properties (porosity, permeability and
112
surface area) provided insight into the interplay between breakthrough porosity, wormholing and
113
aqueous CO2 concentrations.
114
ACS Paragon Plus Environment
7
Environmental Science & Technology
Page 8 of 33
115
Methods and Materials
116
Three chalk pieces from the Hod formation, drilled from different locations in the North Sea Basin, were
117
imaged with X-ray holotomography at 29.49 keV at ID22 at the European Synchrotron Research Facility
118
(ESRF).61 The 3D microstructure was reconstructed from 1999 radiographs at 25, 50 and 100 nm voxel
119
resolution and processed as described by Bruns et al.70 Post reconstruction image processing included
120
ring artefact removal by the method developed by Jha et al.,71 followed by iterative nonlocal means
121
denoising66 and sharpening using the image deconvolution of Wang et al.72 Greyscale intensities of the
122
voxels were then converted to localized porosity values using linear interpolation between the void
123
phase and the carbonate phase, as identified by fitting a Gaussian mixture model.67
124
The greyscale data were then imported into numerical simulations using a previously developed reactor
125
network model.26 The model describes each voxel as a combination of 7 ideal reactors, i.e. each dataset
126
is modelled as a network of continuously stirred tank reactors (CSTRs) interconnected by plug flow
127
reactors (PFRs).40 The volume, permeability and specific surface area of each reactor were assigned
128
according to the voxel size and porosity of neighbouring voxels. Hydraulic pressure drops only in the
129
PFRs. Darcy flow was solved to obtain the flow field. The extent of the dissolution reaction in each
130
reactor was calculated by solving the performance equations (Eqs S3-7) for all reactors in the network
131
simultaneously. The microstructure was evolved in each time step by applying mass balance to update
132
voxel porosity (Eqs S8-9). Equations used in the model are summarised in the SI. A comprehensive
133
sensitivity analysis of the parameters used in the model has been presented in the context of entropy
134
production patterns.73 More information can be found in Yang et al.26, 74 The simulation domains in this
135
study are randomly chosen subvolumes of three tomographic datasets of the chalk pieces. Each
136
subvolume (“sample”) consisted of 1003 32-bit voxels, corresponding to 15.625 µm3, 125.00 µm3 and
137
1000.0 µm3 for the three levels of resolution. A constant flow velocity, 50 µm/s, was imposed at the
ACS Paragon Plus Environment
8
Page 9 of 33
Environmental Science & Technology
138
fluid inlet and outlet. This flowrate is selected so that 1) the residence time of the fluid corresponds to a
139
reactive region comparable to the size of the simulation domain and that 2) Darcy’s law is applicable on
140
the voxel level.
141
For each of the 40 randomly chosen samples (15 samples each from the 25 nm/pixel and 100 nm/pixel
142
datasets and 10 samples from the 50 nm/pixel dataset), we developed 3 model scenarios and simulated
143
the microstructural evolution with and without dissolved CO2. This led to 6 conditions (Table 1) and 240
144
instances of simulation (Table S2). Scenario I represents the ambient conditions where MilliQ water,
145
equilibrated with 1 bar CO2, percolated through the porous material at room temperature. In Scenario
146
II, concentrated CO2 was premixed with seawater at ambient temperature and then injected into a
147
porous material at intermediate CO2 partial pressure. This procedure is similar to the method used in
148
the CarbFix project in Hellisheidi, Iceland.60 Scenario III represents a direct injection into deep
149
formations where the supercritical CO2 mixes with brine under reservoir conditions and then migrates
150
away from the injection wellbore. This scenario is most relevant to the state-of-the art practices for
151
sedimentary basins. The combination of temperature (100 oC) and pressure (250 bar) used in this
152
scenario are representative of that of a North Sea chalk reservoir.75 In the systems without CO2, we used
153
hydrochloric acid to adjust the initial pH of the solutions. Doing so allows the solution pairs in each
154
scenario to have the same pH and thus a comparable calcite dissolution rate at the fluid entrance. The
155
physical differences between the solutions, e.g. the variations of fluid viscosity or solute diffusivity
156
stemming from the elevated aqueous concentration of CO2, were not accounted for in our simulations.
157
We used the rate of entropy production from fluid friction over the entire sample, SP (nJ K-1 s-1), to
158
identify a breakthrough event. SP quantifies the pressure drop in 3D,
159
S P = − ∫∫∫ ( Q ⋅∇ P ) dV T V
,
(1)
ACS Paragon Plus Environment
9
Environmental Science & Technology
Page 10 of 33
160
where V indicates an integration over the entire sample, Q represents the volumetric flow rate (m3 s-1),
161
P, the pressure (Pa) and T, the temperature (K). When porous media are dissolved by reactive fluids, the
162
evolution of entropy production depends on the initial microstructure, the rate(s) of the dissolution
163
reaction(s) and the flow rate. In addition to the breakthrough porosity, we also recorded the number of
164
pore volumes required before breakthrough (# of PV, i.e., the total volume of percolated fluid divided by
165
the initial pore volume of a sample), whenever an SP inflection could be identified. If a sample dissolved
166
homogeneously, the breakthrough porosity was reported as the difference between its initial porosity
167
and 1. The # of PV is not reported for these cases.
168
Speciation calculations for the three model scenarios (ambient, premixing and direct injection; details in
169
Table 1) were made with PHREEQC (Version 3) using the llnl database.76, 77 For the composition of
170
seawater in Scenario II, we used data from Nordstrom et al.78 The Peng-Robinson equation of state was
171
used to calculate fugacity coefficients.79 For the aqueous species concentrations in Scenarios II and III,
172
we used the B-dot equation, an extension of the Debye-Hückel model.80 We used the rate law for calcite
173
dissolution from Pokrovsky et al.52, 53 to approximate chalk dissolution rates. Surface speciation was
174
determined from aqueous speciation results in a closed, free drift compartment, where the aqueous Ca
175
concentration served as the master variable for determining both pH and the saturation index of calcite.
176
The rates were then determined and compiled in Figure S1.
177
Table 1. The model scenarios.78
ACS Paragon Plus Environment
10
Page 11 of 33
Environmental Science & Technology
178 179
ACS Paragon Plus Environment
11
Environmental Science & Technology
Page 12 of 33
180
Results and Discussion
181
Figure 2 shows two patterns of SP evolution: a wormhole pattern, where channels form in the porous
182
medium, and a homogeneous pattern, where the whole domain dissolves evenly. During wormhole
183
growth, SP drops rapidly one or more times, representing necking in regions with high porosity, i.e.,
184
small breakthrough of fluid. Necking events are represented by local SP’ minima, the first derivative of SP
185
with respect to time, and can thus be identified by inflection points (Figure 2a). Because of the structural
186
heterogeneity of natural porous media, the critical porosity at which necking occurs, as well as the
187
frequency of its occurrence, differs for each sample even with the same solution composition. In this
188
study, we refer to the porosity at the global minimum of SP’ as the breakthrough porosity (ϕc, green
189
arrow in Fig. 2a). This choice does not imply the uniqueness of the necking event during percolation.
190
Figure 2d shows cross sections of a wormhole sample before and after breakthrough and the
191
corresponding spatial patterns of entropy generation. Formation of flow paths with higher permeability
192
lead to bypassing fluid from the less porous regions. After breakthrough, the macroscopic entropy
193
production is solely determined by the significant pressure drop at the necks of pores (e.g., ϕa = 0.50).
ACS Paragon Plus Environment
12
Page 13 of 33
Environmental Science & Technology
194
195
Figure 2.
196
developing porous structures. Evolution of SP in isothermal (a) wormhole and (b) homogeneously
197
dissolving systems. SP’ and SP’’ are first and second derivatives of SP with respect to percolation time. We
198
used the inflection point at the global minimum of SP’ to represent the occurrence of breakthrough (e.g.,
199
ϕc in a). When ϕc > 1, no inflection exists and the medium dissolves homogeneously. (c to e) Cross
200
sections of porosity (ϕ) and entropy production rate (T⋅SP) from 3D simulations using GeoID 1832 (Table
201
S2). Fluid flows from left to right. (c) The initial geometry. (d) A wormhole system following on from
202
(c), before (ϕa = 0.30) and after (ϕa = 0.50) breakthrough. (e) A homogeneous dissolution system,
203 204 205
following on from (c), at the same reaction progression (ϕb = 0.30 and ϕb = 0.50).
Typical temporal and spatial patterns of entropy generation, Sp, from fluid friction in
ACS Paragon Plus Environment
13
Environmental Science & Technology
Page 14 of 33
206
Figure 2b shows a temporal pattern of SP where no abrupt pressure drop can be observed before the
207
depletion of solid material. This pattern indicates a homogeneous dissolution where SP’ increases
208
monotonically. The spatial patterns in Figure 2e reveal that the morphology change is not strongly
209
dependent on flow direction, i.e. the entire sample behaves as a homogeneous medium, despite its
210
geometric complexity, and in different regions, porosity decreases at similar rates. Because of the
211
absence of a favoured flow path, no significant fluid focusing occurs.
212
Figure 3 shows results of 240 simulations. In 74% of all the simulations, compared to solutions with
213
hydrochloric acid, dissolved CO2 led to greater breakthrough porosity, but the conditions under which
214
CO2 entered the system had an influence. For atmospheric CO2 pressure (Scenario I), the breakthrough
215
porosity was higher than the HCl control in 83% of the cases. In the premixing scenario (II), 78% of the
216
breakthrough with dissolved CO2 took place at a greater porosity. The percentage decreased to 63% in
217
the direct inject scenario (III), where CO2 mixed with saline water under reservoir conditions. In all
218
systems, fluids with CO2 required fewer pore volumes (# of PV) to breakthrough than the CO2 free
219
systems. This difference in # of PV was between one and two orders of magnitude and depended only
220
weakly on the initial porosity (ϕ0).
221
The homogeneous boundaries (dashed lines in Fig. 3) are lines marking the difference between the
222
initial porosity and a porosity of 1 (complete dissolution). They were determined from mass balance
223
and decreased linearly with ϕ0. Symbols that fall on these lines represent cases where the structures
224
dissolved homogeneously, i.e. where the initial geometric complexity of the simulation domain does not
225
affect the position of the symbols. In these cases, the system evolution was not sensitive to the initial
226
heterogeneities so could be considered more stable and predictable. The # of PV is inversely
227
proportional to the initial porosity because less fluid is needed for breakthrough in a more porous
228
material.
ACS Paragon Plus Environment
14
Page 15 of 33
Environmental Science & Technology
229
In Figure 3, it is interesting to note that no significant resolution dependence is observed. The resolution
230
of tomography typically affects the characterisation of porosity and surface area.61 However, our model
231
uses greyscale tomographic data. The greyscale images preserve the local material density information
232
because the X-ray absorption is averaged in each voxel, even when the resolution is low. Consequently,
233
our simulations are not subject to the resolution dependence of porosity characterisation.70 Imaging
234
resolution does affect surface area characterisation. However, the resolution difference (e.g., 25 nm vs
235
100 nm) does not yield significantly different specific surface area values for chalk,70 especially within
236
our fairly small simulation domains. On a similar note, our simulations have not accounted for either
237
chemical heterogeneity or any variation of effective diffusivity within a domain. These limitations may
238
contribute to the uncertainty of simulation results, but not to a significant extent given the small domain
239
sizes. Another limitation of the current model is that it does not account for mineral precipitation, which
240
may significantly affect breakthrough behaviours. A mathematical scheme considering both mineral
241
dissolution and precipitation in evolving microstructures in imposed flow fields is a focus of our future
242
works.
ACS Paragon Plus Environment
15
Environmental Science & Technology
Page 16 of 33
243 244
Figure 3. Breakthrough porosity and the corresponding number of pore volumes of fluid (# of PV, red
245
symbols). ∆ϕc (blue) represents the difference between the breakthrough porosity (ϕc) and the initial
246
porosity (ϕ0) of a sample. All samples are cubes and consist of 1 million voxels. The open symbols show
ACS Paragon Plus Environment
16
Page 17 of 33
Environmental Science & Technology
247
results with CO2 and the filled symbols represent CO2 free systems. The shape of the symbols represents
248
the voxel size: square: 100 nm; triangle: 50 nm and circle: 25 nm. The grey dashed line near the top of
249
each figure marks the homogeneous boundary, which corresponds to cases where no inflection of SP is
250
observed before solid depletion (i.e., the sample dissolves homogeneously throughout the percolation).
251
For points on this boundary, the number of PVs is not shown because of the difficulty in defining
252
breakthrough. (a) Ambient conditions, CO2 in ultrapure water (Scenario I). (b) Premixing conditions, CO2
253
dissolved in seawater (Scenario II). (c) Direct injection conditions, CO2 dissolved in saline water under
254
reservoir conditions (Scenario III).
255
256
Both the differences in the breakthrough porosity (∆ϕc) and the number of pore volumes (# of PV) can
257
be explained by the observed dissolution patterns. Given the same initial sample microstructure, the
258
dissolution pattern is determined by distribution of reactants in the medium. Figure 4 shows the
259
decrease of fluid reactivity (measured by reaction rate and pH) as a function of cumulative surface (CS),
260
ೝೞ ܵܵݐ݀ ∙ ܣ, in the 3 model scenarios. ߬௦ represents the residence time of the fluid in the porous
261
medium (s), and SSA, the specific surface area (m-1). The physical significance of CS is the overall surface
262
area that the fluid “sees” as it travels through a sample. Therefore, the curves represent the chemical
263
history of an isolated fluid parcel, an imaginary unit of flowing fluid, travelling along a streamline. Here
264
we assume that the parcel only interacts with the solid along the streamline and does not exchange
265
mass with other fluid parcels. As solid dissolves, pH and the saturation index (SI) in the fluid parcel
266
increase. Both effects slow the reaction. The reaction front along the streamline is the position at which
267
the reactivity of the fluid parcel drops to a very small value (e.g. 10-6 mol/m2/s in Figure 4). This
268
definition suggests the equivalent effect of the residence time and that of the surface area in
269
determining the reaction front.
270
In general, a dissolution pattern reflects a demand-supply relation for cumulative surface. When the
271
demand is high and the supply is low, a porous medium dissolves homogeneously. In contrast,
ఛ
ACS Paragon Plus Environment
17
Environmental Science & Technology
Page 18 of 33
272
wormholes form when the demand is low and the supply is high. The demand is determined by the
273
chemical properties of the reactive fluid, while the supply is affected by both the available geometric
274
surface area and the fluid residence time. Although specific surface area (SSA) depends exclusively on
275
the sample microstructure, the residence time (߬௦ ) depends on both the microstructure and the fluid
276
flow rate. Consequently, different dissolution patterns can coexist in a system. This is because the
277
patterns reflect the competition between the reaction front and the cumulative surface within a region
278
of interest (ROI). Given the same solution conditions, one observes a homogeneous dissolution pattern
279
when the fluid leaves the ROI without depleting reactivity. This is typical for fluids with a high apparent
280
mineral solubility, i.e. a high demand for CS. The reaction front of such a fluid appears only when
281
residence time is sufficiently long or when the specific surface area is large. If, in contrast, the reaction
282
front is reached well before the fluid leaves the ROI, wormholes appear. The residence time can be
283
increased by using a lower flow rate or by making the sample larger (i.e., a large ROI). For example,
284
Figure S2 shows that with an ROI 5 times longer in the flow direction, flow rate change alone can affect
285
the observed dissolution pattern.
286
Given sample size (i.e., ROI) and flow rate, the CS supply of a sample is fixed, and distinct dissolution
287
patterns are most likely to occur when the ROI contains only one of the two reaction fronts. This is
288
demonstrated by the green shaded areas in Figure 4. These areas are left bounded by the dissolution
289
front of systems without CO2 and right bounded by those with dissolved CO2. This difference between
290
the positions of the dissolution fronts, defined by the apparent solubility of the solutions, is the most
291
important geochemical difference between the solutions in each pair. It provides a straightforward
292
explanation for the impacts of different infiltrating fluids on dissolution patterns, i.e. why the same
293
domain dissolves differently with and without CO2. If the CS of a sample falls to the left of the shaded
294
areas, the supply is always less than the demand and the sample dissolves homogeneously. If the CS falls
295
to the right of the shaded areas, the supply is always greater than the demand and therefore wormholes
ACS Paragon Plus Environment
18
Page 19 of 33
Environmental Science & Technology
296
appear regardless of whether CO2 is present. The fluid velocity in this study (50 µm/s) produced
297
distributions of CS that overlapped with these shaded areas. Therefore, the widths of the shaded
298
regimes explain the percentages of patterns observed in the model scenarios. In the ambient scenario
299
(I), the reaction fronts with and without CO2 are farthest from each other (the shaded area is widest in
300
Figure 4a). Without CO2, the ROI is larger than the reactive volume and the wormhole pattern appears.
301
With dissolved CO2, the opposite is true. As a result, in 33 of the 40 comparisons (83%), breakthrough
302
porosity was higher for systems with CO2 than without. In contrast, the two reaction fronts were very
303
similar in the direct injection scenario (III, Figure 4c). Only 63% of the simulated cases (25/40) showed
304
that dissolved CO2 increased the breakthrough porosity compared to the cases without CO2. The
305
distance between the two reaction fronts is intermediate in the premixing scenario (Figure 4b) and so is
306
the percentage (78%) of increased ϕc in the presence of CO2.
ACS Paragon Plus Environment
19
Environmental Science & Technology
Page 20 of 33
307 308
Figure 4. Decrease of calcite dissolution rate (solid lines) with cumulative surface area ( ೝೞ ܵܵ) ݐ݀ ∙ ܣ
309
in a free drift system. The integral represents the overall surface area that an isolated parcel of reactive
310
fluid experiences before leaving the sample. If a sample has a greater cumulative surface, it is more likely
311
to show wormhole patterns (and vice versa). Shaded regimes are bounded by the dissolution fronts of the
312
two fluid compositions (with vs. without CO2). Also shown is the evolution of pH (dashed lines). (a)
ఛ
ACS Paragon Plus Environment
20
Page 21 of 33
Environmental Science & Technology
313
Ambient conditions (Scenario I). (b) Premixing conditions (Scenario II). (c) Direct injection conditions
314 315
(Scenario III).
316
A wormhole pattern lowers the breakthrough porosity because of fluid focusing. Similarly, more
317
effective use of geometric surface on the pore scale for the dissolution reaction explains why systems
318
with dissolved CO2 need less fluid to breakthrough. Both phenomena are demonstrated in Figure 5,
319
where a case study of microstructural evolution in Scenario I is presented. The initial geometry for both
320
simulations is shown in Figure S3. The two systems start with the same percolative entropy production
321
rate because of their identical initial geometry. The isothermal SP for the system with CO2 decreases
322
gradually, indicating a homogeneous dissolution pattern. In contrast, the system without CO2 showed a
323
sharp decrease in SP near ϕ = 0.4, suggesting significant necking of pores, typical of wormhole growth. SP
324
without CO2 dropped below that with CO2 after an overall porosity of 0.45, which suggests bypassing
325
flow through a fully developed wormhole. The pressure drop after this point is determined by the shape
326
of the channel rather than the amount of solid in the pores. Also shown in Figure 5a is the evolution of
327
reactive surface area (RSA). Although the two systems start with exactly the same geometric surface
328
area, their RSA differs by almost one order of magnitude because of the rapid depletion of fluid
329
reactivity in the CO2-free system. The initial increase in RSA is characteristic of a system with infiltration
330
instability. The decrease of RSA is caused by the depletion of solid material. Although RSA in both cases
331
evolve with similar trends, the absolute difference increases with time, contributing to the difference in
332
# of PV at breakthrough.
ACS Paragon Plus Environment
21
Environmental Science & Technology
Page 22 of 33
333 334
Figure 5. A case study of CO2 effect on microstructure evolution (simulations uid-3813 vs. uid-96443).
335
(a) Evolution of isothermal entropy generation rate (T⋅SP) and reactive surface area (RSA) with overall
336
porosity as an indicator of reaction progress. (b) Distribution of residence time multiplied by specific
337
reactive surface area (SRSA) in the context of calcite dissolution rates in Scenario I. The same shaded
338
regime is shown here, as in Figure 4a. The blue bars show the density function of fluid with CO2 and the
339
red bars, without. Also shown are microstructures, cross sections (10 ൈ 10 µm ) of pH and of reactive
340 341
surface distribution for percolation (c) with and (d) without CO2.
2
ACS Paragon Plus Environment
22
Page 23 of 33
Environmental Science & Technology
342
Figures 5b to d compare the evolution of microstructure in the presence and absence of CO2. In Figure
343
5b the CS for the complete flow field is approximated by the product of specific reactive surface area
344
(SRSA, m2/m3) and residence time distribution (RTD, giving the probability density of fluid parcels with
345
residence time, τ). The same shaded regime in Figure 4a is shown. Both distributions fall entirely into
346
the regime between the two reaction fronts. As a result, the dissolution front with CO2 cannot be
347
observed in the simulation domain because it is beyond the sample size (blue bars). In contrast, the
348
dissolution front without CO2 is fully contained in the domain. This is because the sample provides
349
approximately 10 times more cumulative surface required to reach the front (the maximum distance
350
from the injection point to where the dissolution rate drops to zero, the red bars). The development of
351
the distribution at different overall porosities (ϕ = 0.3, 0.4 and 0.5) can be decomposed into two parts.
352
The morphing of their shapes reflects the redistribution of fluid as the micropore evolves. The lower
353
bound of the distribution represents the flow pathways with minimum flow resistance. As the sample
354
dissolves, the mean residence time shifts to the left, indicating the tendency of the fluid to focus in the
355
more permeable pathways. Fluid focusing during wormhole development is directly reflected in the
356
standard deviations. With CO2, the standard deviation of the cumulative surface increases from 1.4 ×
357
104 s/m for ϕ = 0.3 to 1.6 × 104 s/m for ϕ = 0.5, suggesting more uniform fluid distribution. In contrast,
358
without CO2, cumulative surface area decreased from 1.0 × 104 s/m to 6.5 × 103 s/m for the same
359
overall porosity. Therefore, much less geometric surface in the pores is in contact with reactive solution
360
during wormhole growth (e.g., spatial distribution of RSA in Figures 5c and d). The development of
361
reactive surface determines the horizontal shifting of the distribution. With dissolved CO2, the
362
maximum of RSA appears after an overall porosity of 0.5, thus increasing the mean of the distribution. In
363
contrast, the overall RSA in the CO2 free system decreases after an overall porosity of 0.35, shifting the
364
entire distribution of cumulative surface leftward.
ACS Paragon Plus Environment
23
Environmental Science & Technology
Page 24 of 33
365
The spatial distributions of pH in Figure 5c and 5d provide a pore scale interpretation for the stabilised
366
migration of dissolution front on the macroscale. pH is an indicator of calcite dissolution rate. In this
367
case, both solutions started with the same rate at the fluid entrance (on the left of the cross sections,
368
corresponding to a pH of 3.91). Figure 5d shows that in a CO2-free system this rate drops much faster
369
than the rate in a CO2-buffered system, i.e. the reaction rate in the absence of CO2 is very sensitive to
370
the extent of reaction and can drop from the initial value to zero within a few voxels. This sensitivity is
371
an important in forming the loop of positive feedback leading to infiltration instability. In addition, the
372
buffering effect of dissolved CO2 also increases the area of the geometric surface that has access to
373
reactive fluid (in Fig. 5d most geometric surface is in contact with highly saturated fluid with pH greater
374
than 7). Overall, this combined effect of rate sensitivity and surface area in the presence of CO2 results
375
in breakthrough with significantly fewer PVs in all cases, even though the breakthrough porosity has
376
been increased in 74% of the cases.
377
The CO2 effect on breakthrough porosity has several implications. Mineral dissolution serves as a trigger
378
for many water-rock interactions. In GCS, dissolution provides cations for carbon mineralization and at
379
the same time, it initiates microstructure evolution that determines the mechanical strength of the
380
formation. Greater instability in the dissolution front, often associated with wormhole development, is
381
favoured when geomechanical stability is desirable. This is because lower breakthrough porosity leads
382
to flow structures that dissipate injected fluid effectively, without removing a substantial portion of solid
383
that serves as mechanical support. Our results show that dissolved CO2 has adverse effects as it
384
stabilises the migration of dissolution front. This stabilisation is reflected in an increased demand for the
385
cumulative surface in order to form wormholes. When the size of a sample is fixed, so is the supply of
386
cumulative surface. The increased demand therefore makes fluid penetration through wormholing less
387
likely. Also, the wide spread of fluid reactivity during homogeneous dissolution may increase the chance
388
of contaminant mobilisation near injection wellbores. This likelihood is related to an increased region of
ACS Paragon Plus Environment
24
Page 25 of 33
Environmental Science & Technology
389
disintegrating carbonates during acidic fluid injection. In addition to sedimentary basins, the other
390
geologic settings suitable for GCS may also contain carbonates, especially in the sealing structures. Our
391
results suggest that the fractures cemented by carbonates are subject to geochemical alterations and
392
may serve as active flow pathways for CO2 leakage. The presence of CO2 may enhance the opening of
393
these pathways and dramatically shorten the time for fluid breakthrough. Furthermore, we have shown
394
that the tomography-based greyscale approach is a powerful tool to assemble geochemical and
395
microstructural knowledge in studying evolving systems. Similar approaches may be useful in other GCS
396
scenarios and in subsurface applications.
397
ACS Paragon Plus Environment
25
Environmental Science & Technology
Page 26 of 33
398
ASSOCIATED CONTENT
399
Supporting Information. Reactor network model details. Calcite dissolution rate based on 3 published
400
rate laws, for the 3 model scenarios. Cross sections of simulations showing the coexistence of different
401
dissolution patterns within one sample at various flow rates. The initial geometry upon which the case
402
study presented in Figure 5 was based. Tabulated results for all simulations. This material is available
403
free of charge via the Internet at http://pubs.acs.org.
404
AUTHOR INFORMATION
405
Corresponding Author
406
*
[email protected] 407
Author Contributions
408
YY designed the research and conducted the simulations. SB processed the tomography data.
409
HOS and SLSS advised during the research. All authors contributed to writing the paper.
410
ACKNOWLEDGMENTS
411
We thank Heikki Suhonen at the ID22 beamline at ESRF (The European Synchrotron Radiation Facility)
412
for technical support. We are grateful to F. Engstrøm from Maersk Oil and Gas A/S for providing the
413
sample. We deeply appreciates K. Dideriksen and three anonymous reviewers’ careful review of the
414
manuscript and for the thoughtful comments. Funding for this project was provided by the Innovation
415
Fund Denmark, through the CINEMA project, the Innovation Fund Denmark and Maersk Oil and Gas A/S,
416
through the P3 project as well as the European Commission, Horizon 2020 Research and Innovation
417
Programme under the Marie Sklodowska-Curie Grant Agreement No 653241 for the Postdoctoral
418
Fellowship to YY. We thank the Danish Council for Independent Research for support for synchrotron
419
experiments through DANSCATT.
ACS Paragon Plus Environment
26
Page 27 of 33
420
Environmental Science & Technology
TOC
421 422
ACS Paragon Plus Environment
27
Environmental Science & Technology
Page 28 of 33
423
REFERENCES
424 425
1. Bourg, I. C.; Beckingham, L. E.; DePaolo, D. J., The Nanoscale Basis of CO2 Trapping for Geologic Storage. Environmental Science & Technology 2015, 49, (17), 10265-10284.
426 427
2. DePaolo, D. J.; Cole, D. R., Geochemistry of Geologic Carbon Sequestration: An Overview. Reviews in Mineralogy and Geochemistry 2013, 77, (1), 1-14.
428 429 430
3. Alfredsson, H. A.; Oelkers, E. H.; Hardarsson, B. S.; Franzson, H.; Gunnlaugsson, E.; Gislason, S. R., The geology and water chemistry of the Hellisheidi, SW-Iceland carbon storage site. International Journal of Greenhouse Gas Control 2013, 12, 399-418.
431 432 433 434
4. Gislason, S. R.; Wolff-Boenisch, D.; Stefansson, A.; Oelkers, E. H.; Gunnlaugsson, E.; Sigurdardottir, H.; Sigfusson, B.; Broecker, W. S.; Matter, J. M.; Stute, M.; Axelsson, G.; Fridriksson, T., Mineral sequestration of carbon dioxide in basalt: A pre-injection overview of the CarbFix project. International Journal of Greenhouse Gas Control 2010, 4, (3), 537-545.
435 436
5. Bentham, M.; Kirby, M., CO2 storage in saline aquifers. Oil & Gas Science and Technology 2005, 60, (3), 559-567.
437 438
6. Ellis, B. R.; Peters, C. A., 3D Mapping of calcite and a demonstration of its relevance to permeability evolution in reactive fractures. Advances in Water Resources 2016, 95, 246-253.
439 440 441
7. Ellis, B. R.; Fitts, J. P.; Bromhal, G. S.; McIntyre, D. L.; Tappero, R.; Peters, C. A., Dissolution-driven permeability reduction of a fractured carbonate caprock. Environmental Engineering Science 2013, 30, (4), 187-193.
442 443 444
8. Deng, H.; Ellis, B. R.; Peters, C. A.; Fitts, J. P.; Crandall, D.; Bromhal, G. S., Modifications of Carbonate Fracture Hydrodynamic Properties by CO2-Acidified Brine Flow. Energy & Fuels 2013, 27, (8), 4221-4231.
445 446 447
9. Emmanuel, S.; Anovitz, L. M.; Day-Stirrat, R. J., Effects of Coupled Chemo-Mechanical Processes on the Evolution of Pore-Size Distributions in Geological Media. Reviews in Mineralogy and Geochemistry 2015, 80, (1), 45-60.
448
10.
449 450
11. Szymczak, P.; Ladd, A. J., Reactive-infiltration instabilities in rocks. Part 2. Dissolution of a porous matrix. Journal of Fluid Mechanics 2014, 738, 591-630.
451 452
12. Szymczak, P.; Ladd, A. J. C., Reactive-infiltration instabilities in rocks. Fracture dissolution. Journal of Fluid Mechanics 2012, 702, 239-264.
453 454
13. Ortoleva, P.; Chadam, J.; Merino, E.; Sen, A., Geochemical self-organization II: the reactiveinfiltration instability. Am. J. Sci 1987, 287, 1008-1040.
455 456
14. Chadam, J.; Hoff, D.; Merino, E.; Ortoleva, P.; Sen, A., Reactive Infiltration Instabilities. IMA Journal of Applied Mathematics 1986, 36, (3), 207-221.
Hubbert, M. K.; Willis, D. G., Mechanics of hydraulic fracturing. 1972.
ACS Paragon Plus Environment
28
Page 29 of 33
Environmental Science & Technology
457 458 459
15. Steefel, C. I.; Lasaga, A. C., A coupled model for transport of multiple chemical-species and kinetic precipitation dissolution reactions with application to reactive flow in single-phase hydrothermal systems. American Journal of Science 1994, (294), 529-592.
460 461
16. Steefel, C. I.; Lasaga, A. C. In Evolution of dissolution patterns: Permeability change due to coupled flow and reaction, ACS Symposium Series, 1990; Oxford University Press: 1990; pp 212-225.
462 463
17. Hinch, E.; Bhatt, B., Stability of an acid front moving through porous rock. Journal of Fluid Mechanics 1990, 212, 279-288.
464 465 466
18. Hao, Y.; Smith, M.; Sholokhova, Y.; Carroll, S., CO2-induced dissolution of low permeability carbonates. Part II: Numerical modeling of experiments. Advances in Water Resources 2013, 62, Part C, 388-408.
467 468
19. Cao, P.; Karpyn, Z. T.; Li, L., The role of host rock properties in determining potential CO2 migration pathways. International Journal of Greenhouse Gas Control 2016, 45, 18-26.
469 470
20. Fredd, C. N.; Fogler, H. S., Influence of transport and reaction on wormhole formation in porous media. AIChE Journal 1998, 44, (9), 1933-1949.
471 472 473
21. Golfier, F.; Zarcone, C.; Bazin, B.; Lenormand, R.; Lasseux, D.; Quintard, M., On the ability of a Darcy-scale model to capture wormhole formation during the dissolution of a porous medium. Journal of Fluid Mechanics 2002, 457, 213-254.
474 475 476
22. Glasbergen, G.; Kalia, N.; Talbot, M. S. In The Optimum Injection Rate for Wormhole Propagation: Myth or Reality?, 8th European Formation Damage Conference, 2009; Society of Petroleum Engineers: 2009.
477 478
23. Fredd, C. N.; Scott Fogler, H., The kinetics of calcite dissolution in acetic acid solutions. Chemical Engineering Science 1998, 53, (22), 3863-3874.
479 480
24. Thompson, K. E.; Fogler, H. S., Modeling flow in disordered packed beds from pore‐scale fluid mechanics. AIChE Journal 1997, 43, (6), 1377-1389.
481 482 483
25. Pereira Nunes, J. P.; Bijeljic, B.; Blunt, M. J., Time-of-Flight Distributions and Breakthrough Curves in Heterogeneous Porous Media Using a Pore-Scale Streamline Tracing Algorithm. Transport in Porous Media 2015, 109, (2), 317-336.
484 485 486
26. Yang, Y.; Bruns, S.; Stipp, S.; Sørensen, H., Reactive infiltration instability amplifies the difference between geometric and reactive surface areas in natural porous materials. in review at Environmental Science & Technology (arXiv:1704.01060) 2017.
487 488 489
27. Brunet, J.-P. L.; Li, L.; Karpyn, Z. T.; Kutchko, B. G.; Strazisar, B.; Bromhal, G., Dynamic Evolution of Cement Composition and Transport Properties under Conditions Relevant to Geological Carbon Sequestration. Energy & Fuels 2013, 27, (8), 4208-4220.
490 491
28. Gale, J.; Hendriks, C.; Turkenberg, W.; Huerta, N. J.; Bryant, S. L.; Strazisar, B. R.; Hesse, M., 10th International Conference on Greenhouse Gas Control TechnologiesDynamic alteration along a fractured
ACS Paragon Plus Environment
29
Environmental Science & Technology
Page 30 of 33
492 493
cement/cement interface: Implications for long term leakage risk along a well with an annulus defect. Energy Procedia 2011, 4, 5398-5405.
494 495 496
29. Huerta, N. J.; Hesse, M. A.; Bryant, S. L.; Strazisar, B. R.; Lopano, C. L., Experimental Evidence for Self-Limiting Reactive Flow through a Fractured Cement Core: Implications for Time-Dependent Wellbore Leakage. Environmental Science & Technology 2013, 47, (1), 269-275.
497 498 499
30. Zhang, L.; Dzombak, D. A.; Nakles, D. V.; Brunet, J.-P. L.; Li, L., Reactive Transport Modeling of Interactions between Acid Gas (CO2 + H2S) and Pozzolan-Amended Wellbore Cement under Geologic Carbon Sequestration Conditions. Energy & Fuels 2013, 27, (11), 6921-6937.
500 501 502
31. Menke, H. P.; Bijeljic, B.; Andrew, M. G.; Blunt, M. J., Dynamic Three-Dimensional Pore-Scale Imaging of Reaction in a Carbonate at Reservoir Conditions. Environmental Science & Technology 2015, 49, (7), 4407-4414.
503 504 505
32. Noiriel, C., Resolving Time-dependent Evolution of Pore-Scale Structure, Permeability and Reactivity using X-ray Microtomography. Reviews in Mineralogy and Geochemistry 2015, 80, (1), 247285.
506 507 508
33. Noiriel, C.; Luquot, L.; Madé, B.; Raimbault, L.; Gouze, P.; van der Lee, J., Changes in reactive surface area during limestone dissolution: An experimental and modelling study. Chemical Geology 2009, 265, (1–2), 160-170.
509 510
34. Noiriel, C.; Madé, B.; Gouze, P., Impact of coating development on the hydraulic and transport properties in argillaceous limestone fracture. Water Resources Research 2007, 43, (9).
511 512
35. Noiriel, C.; Gouze, P.; Bernard, D., Investigation of porosity and permeability effects from microstructure changes during limestone dissolution. Geophysical Research Letters 2004, 31, (24).
513 514 515
36. Jha, B.; Juanes, R., Coupled multiphase flow and poromechanics: A computational model of pore pressure effects on fault slip and earthquake triggering. Water Resources Research 2014, 50, (5), 37763808.
516 517 518
37. Nicolaides, C.; Jha, B.; Cueto-Felgueroso, L.; Juanes, R., Impact of viscous fingering and permeability heterogeneity on fluid mixing in porous media. Water Resources Research 2015, 51, (4), 2634-2647.
519 520
38. Matin, R.; Misztal, M. K.; Hernandez-Garcia, A.; Mathiesen, J., Evaluation of the Finite Element Lattice Boltzmann Method for Binary Fluid Flows. arXiv:1608.01906 2016.
521 522 523
39. Carballido-Landeira, J.; Trevelyan, P. M. J.; Almarcha, C.; De Wit, A., Mixed-mode instability of a miscible interface due to coupling between Rayleigh-Taylor and double-diffusive convective modes. Physics of Fluids 2013, 25, (2), 024107.
524
40.
525 526 527
41. Yang, Y.; Min, Y.; Lococo, J.; Jun, Y.-S., Effects of Al/Si ordering on feldspar dissolution: Part I. Crystallographic control on the stoichiometry of dissolution reaction. Geochimica et Cosmochimica Acta 2014, 126, 574-594.
Levenspiel, O., Chemical Reaction Engineering. Wiley & Sons, Inc.: 1999.
ACS Paragon Plus Environment
30
Page 31 of 33
Environmental Science & Technology
528 529
42. Yang, Y.; Min, Y.; Jun, Y.-S., Effects of Al/Si ordering on feldspar dissolution: Part II. The pH dependence of plagioclases’ dissolution rates. Geochimica et Cosmochimica Acta 2014, 126, 595-613.
530 531
43. Gouze, P.; Luquot, L., X-ray microtomography characterization of porosity, permeability and reactive surface changes during dissolution. Journal of Contaminant Hydrology 2011, 120–121, 45-55.
532 533 534
44. Zachara, J.; Brantley, S.; Chorover, J.; Ewing, R.; Kerisit, S.; Liu, C.; Perfect, E.; Rother, G.; Stack, A. G., Internal Domains of Natural Porous Media Revealed: Critical Locations for Transport, Storage, and Chemical Reaction. Environmental Science & Technology 2016, 50, (6), 2811-2829.
535 536 537
45. Lu, J.; Kharaka, Y. K.; Thordsen, J. J.; Horita, J.; Karamalidis, A.; Griffith, C.; Hakala, J. A.; Ambats, G.; Cole, D. R.; Phelps, T. J., CO 2–rock–brine interactions in Lower Tuscaloosa Formation at Cranfield CO 2 sequestration site, Mississippi, USA. Chemical Geology 2012, 291, 269-277.
538 539 540 541
46. Zheng, L.; Apps, J. A.; Spycher, N.; Birkholzer, J. T.; Kharaka, Y. K.; Thordsen, J.; Beers, S. R.; Herkelrath, W. N.; Kakouros, E.; Trautz, R. C., Geochemical modeling of changes in shallow groundwater chemistry observed during the MSU-ZERT CO 2 injection experiment. International Journal of Greenhouse Gas Control 2012, 7, 202-217.
542 543 544
47. Upadhyay, V. K.; Szymczak, P.; Ladd, A. J., Initial conditions or emergence: What determines dissolution patterns in rough fractures? Journal of Geophysical Research: Solid Earth 2015, 120, (9), 6102-6121.
545
48.
546 547
49. Ortoleva, P.; Merino, E.; Moore, C.; Chadam, J., Geochemical self-organization I: reactiontransport feedbacks and modeling approach. Am. J. Sci 1987, 287, (10), 979-1007.
548 549
50. Kalisch, H.; Mitrovic, D.; Nordbotten, J. M., Rayleigh–Taylor instability of immiscible fluids in porous media. Continuum Mechanics and Thermodynamics 2016, 28, (3), 721-731.
550 551 552
51. Thomas, C.; Loodts, V.; Rongy, L.; De Wit, A., Convective dissolution of CO2 in reactive alkaline solutions: Active role of spectator ions. International Journal of Greenhouse Gas Control 2016, 53, 230242.
553 554 555
52. Pokrovsky, O. S.; Golubev, S. V.; Schott, J.; Castillo, A., Calcite, dolomite and magnesite dissolution kinetics in aqueous solutions at acid to circumneutral pH, 25 to 150 C and 1 to 55 atm pCO 2: new constraints on CO 2 sequestration in sedimentary basins. Chemical Geology 2009, 265, (1), 20-32.
556 557
53. Pokrovsky, O. S.; Golubev, S. V.; Schott, J., Dissolution kinetics of calcite, dolomite and magnesite at 25 C and 0 to 50 atm pCO 2. Chemical Geology 2005, 217, (3), 239-255.
558 559 560
54. Deng, H.; Fitts, J. P.; Crandall, D.; McIntyre, D.; Peters, C. A., Alterations of Fractures in Carbonate Rocks by CO2-Acidified Brines. Environmental Science & Technology 2015, 49, (16), 1022610234.
561 562
55. Fitts, J. P.; Peters, C. A., Caprock Fracture Dissolution and CO2 Leakage. Reviews in Mineralogy and Geochemistry 2013, 77, (1), 459-479.
Ortoleva, P. J., Geochemical Self-Organization. Oxford University Press: Clarendon Press: 1994.
ACS Paragon Plus Environment
31
Environmental Science & Technology
Page 32 of 33
563 564
56. Shariatipour, S. M.; Mackay, E. J.; Pickup, G. E., An engineering solution for CO2 injection in saline aquifers. International Journal of Greenhouse Gas Control 2016, 53, 98-105.
565 566 567
57. Emami-Meybodi, H.; Hassanzadeh, H.; Green, C. P.; Ennis-King, J., Convective dissolution of CO2 in saline aquifers: Progress in modeling and experiments. International Journal of Greenhouse Gas Control 2015, 40, 238-266.
568 569
58. Kumar, A.; Noh, M. H.; Ozah, R. C.; Pope, G. A.; Bryant, S. L.; Sepehrnoori, K.; Lake, L. W., Reservoir simulation of CO2 storage in aquifers. SPE Journal 2005, 10, (03), 336-348.
570 571 572
59. Burton, M.; Bryant, S. L., Eliminating buoyant migration of sequestered CO2 through surface dissolution: implementation costs and technical challenges. SPE Reservoir Evaluation & Engineering 2009, 12, (03), 399-407.
573 574 575
60. Matter, J. M.; Stute, M.; Snæbjörnsdottir, S. Ó.; Oelkers, E. H.; Gislason, S. R.; Aradottir, E. S.; Sigfusson, B.; Gunnarsson, I.; Sigurdardottir, H.; Gunnlaugsson, E., Rapid carbon mineralization for permanent disposal of anthropogenic carbon dioxide emissions. Science 2016, 352, (6291), 1312-1314.
576 577 578
61. Muter, D.; Sorensen, H.; Jha, D.; Harti, R.; Dalby, K.; Suhonen, H.; Feidenhans'l, R.; Engstrom, F.; Stipp, S., Resolution dependence of petrophysical parameters derived from X-ray tomography of chalk. Applied Physics Letters 2014, 105, (4), 043108.
579 580 581
62. Gooya, R.; Bruns, S.; Müter, D.; Moaddel, A.; Harti, R.; Stipp, S.; Sørensen, H., Effect of tomography resolution on the calculated microscopic properties of porous materials: Comparison of sandstone and carbonate rocks. Applied Physics Letters 2016, 109, (10), 104102.
582 583 584
63. Müter, D.; Pedersen, S.; Sørensen, H. O.; Feidenhans'l, R.; Stipp, S. L. S., Improved segmentation of X-ray tomography data from porous rocks using a dual filtering approach. Computers & Geosciences 2012, 49, 131-139.
585 586 587
64. Deng, H.; Molins, S.; Steefel, C.; DePaolo, D.; Voltolini, M.; Yang, L.; Ajo-Franklin, J., A 2.5 D Reactive Transport Model for Fracture Alteration Simulation. Environmental Science & Technology 2016, 50, (14), 7564-7571.
588 589
65. Blunt, M. J.; Bijeljic, B.; Dong, H.; Gharbi, O.; Iglauer, S.; Mostaghimi, P.; Paluszny, A.; Pentland, C., Pore-scale imaging and modelling. Advances in Water Resources 2013, 51, 197-216.
590 591
66. Steefel, C. I.; Beckingham, L. E.; Landrot, G., Micro-Continuum Approaches for Modeling PoreScale Geochemical Processes. Reviews in Mineralogy and Geochemistry 2015, 80, (1), 217-246.
592 593
67. Molins, S., Reactive Interfaces in Direct Numerical Simulation of Pore-Scale Processes. Reviews in Mineralogy and Geochemistry 2015, 80, (1), 461-481.
594 595 596
68. Molins, S.; Trebotich, D.; Steefel, C. I.; Shen, C., An investigation of the effect of pore scale flow on average geochemical reaction rates using direct numerical simulation. Water Resources Research 2012, 48, (3).
597 598 599
69. Bruns, S.; Stipp, S. L. S.; Sørensen, H. O., Looking for the Signal: A guide to iterative noise and artefact removal in X-ray tomographic reconstructions of porous geomaterials. Advances in Water Resources 2017, 105, 96-107.
ACS Paragon Plus Environment
32
Page 33 of 33
Environmental Science & Technology
600 601
70. Bruns, S.; Sørensen, H. O.; Stipp, S. L. S., Rock Properties of Compacted North Sea Chalks characterized by Greyscale Analysis. in review at Water Resources Research 2016.
602 603 604
71. Jha, D.; Sørensen, H. O.; Dobberschütz, S.; Feidenhans; apos; l, R.; Stipp, S. L. S., Adaptive center determination for effective suppression of ring artifacts in tomography images. Applied Physics Letters 2014, 105, (14), 143107.
605 606
72. Wang, Y.; Yang, J.; Yin, W.; Zhang, Y., A New Alternating Minimization Algorithm for Total Variation Image Reconstruction. SIAM Journal on Imaging Sciences 2008, 1, (3), 248-272.
607 608
73. Yang, Y.; Bruns, S.; Stipp, S.; Sørensen, H., Temporal pattern of entropy production induced by reactive infiltration instability in natural porous media. arXiv:1704.01059 2017.
609 610
74. Yang, Y.; Hakim, S. S.; Bruns, S.; Uesugi, K.; Dalby, K. N.; Stipp, S. L. S.; Sørensen, H. O., Path selection during wormhole growth. in review at Science Advances (arXiv:1704.01062) 2017.
611 612 613
75. Zhen-Wu, B.; Dideriksen, K.; Olsson, J.; Raahauge, P.; Stipp, S. L. S.; Oelkers, E., Experimental determination of barite dissolution and precipitation rates as a function of temperature and aqueous fluid composition. Geochimica et Cosmochimica Acta 2016, 194, 193-210.
614 615 616
76. Appelo, C. A. J.; Verweij, E.; Schäfer, H., A hydrogeochemical transport model for an oxidation experiment with pyrite/calcite/exchangers/organic matter containing sand. Applied Geochemistry 1998, 13, (2), 257-268.
617 618 619
77. Daveler, S. A.; Wolery, T. J., EQPT, A Data File Preprocessor for the EQ3/6 Software Package: User’s Guide and Related Documentation (Version 7.0). Lawrence Livermore National Laboratory, UCRlMA-110662 PT II 1992, 1-89.
620 621 622 623 624
78. Nordstrom, D. K.; Plummer, L. N.; Wigley, T. M. L.; Wolery, T. J.; Ball, J. W.; Jenne, E. A.; Bassett, R. L.; Crerar, D. A.; Florence, T. M.; Fritz, B.; Hoffman, M.; Holdren, G. R.; Lafon, G. M.; Mattigod, S. V.; McDuff, R. E.; Morel, F.; Reddy, M. M.; Sposito, G.; Thrailkill, J., A Comparison of Computerized Chemical Models for Equilibrium Calculations in Aqueous Systems. In Chemical Modeling in Aqueous Systems, American Chemical Society: 1979; Vol. 93, pp 857-892.
625 626
79. Stryjek, R.; Vera, J., PRSV: An improved Peng—Robinson equation of state for pure compounds and mixtures. The Canadian Journal of Chemical Engineering 1986, 64, (2), 323-333.
627 628
80. Pitzer, K.; Brewer, L., revised edition of Thermodynamics by GN Lewis and M. Randall. In McGraw-Hill, New York, NY: 1961.
629
ACS Paragon Plus Environment
33