Journal Pre-proof Pore structure alteration induced by CO2–brine–rock interaction during CO2 energetic fracturing in tight oil reservoirs Sihai Li, Shicheng Zhang, Yushi Zou, Xinfang Ma, Yao Ding, Ning Li, Xi Zhang, Dane Kasperczyk PII:
S0920-4105(20)30234-5
DOI:
https://doi.org/10.1016/j.petrol.2020.107147
Reference:
PETROL 107147
To appear in:
Journal of Petroleum Science and Engineering
Received Date: 6 January 2020 Revised Date:
8 February 2020
Accepted Date: 1 March 2020
Please cite this article as: Li, S., Zhang, S., Zou, Y., Ma, X., Ding, Y., Li, N., Zhang, X., Kasperczyk, D., Pore structure alteration induced by CO2–brine–rock interaction during CO2 energetic fracturing in tight oil reservoirs, Journal of Petroleum Science and Engineering (2020), doi: https://doi.org/10.1016/ j.petrol.2020.107147. This is a PDF file of an article that has undergone enhancements after acceptance, such as the addition of a cover page and metadata, and formatting for readability, but it is not yet the definitive version of record. This version will undergo additional copyediting, typesetting and review before it is published in its final form, but we are providing this version to give early visibility of the article. Please note that, during the production process, errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. © 2020 Published by Elsevier B.V.
1
Pore Structure Alteration Induced by CO2–Brine–Rock Interaction
2
During CO2 Energetic Fracturing in Tight Oil Reservoirs
3
Sihai Li a, b, Shicheng Zhang a, Yushi Zou a*, Xinfang Ma a, Yao Ding c, Ning Li a, Xi Zhang b, Dane Kasperczyk b
4
a
State Key Laboratory of Petroleum Resources and Prospecting, China University of Petroleum, Beijing, China
5
b
CSIRO Energy, Private Bag 10, Clayton South, VIC 3169, Australia
6
c
School of Electronics Engineering and Computer Science, Peking University, Beijing 100871, China
7
ABSTRACT: CO2 energetic fracturing is an important technique for developing tight oil resources
8
by creating complex fractures and enhancing formation pressure. The physical properties of host
9
rocks may be changed by CO2–brine–rock interaction in the soaking stage of CO2 energetic
10
fracturing. However, the pore structure alteration behavior and mechanism during CO2 energetic
11
fracturing are still unclear. To address this problem, this work conducted static soaking experiment
12
under
13
comprehensively characterize the pore structure. The results show that CO2–brine–rock interaction
14
generated many large pores (10~50 µm) due to the dissolutions of carbonate and feldspar, numerous
15
tiny intragranular pores (1~6 µm) and some microfractures in clays. The distribution could be
16
applied to characterize the pore size distribution of tight sandstones when the pores saturated with
17
brine. Some secondary clay particles and debris dispersed into the brine caused by CO2–brine–rock
18
interaction. These particles may block extremely small pore throats during flowing back. These
19
blockages weakened the exchange between the small and the large pores, characterized by
20
single-peak and insignificant three-peak distributions transformed into apparent dual-peak
21
distributions. After soaking the rock with CO2-saturated brine for 168 h at 20 MPa and 80 °C, the
22
maximum pore throat radius increased four-fold, and the average pore throat radius increased by
23
86.5% from 0.089 µm to 0.166 µm, indicating a significant increase in the pore connectivity.
24
Increasing the soaking pressure or CO2 concentration can transform small pores into larger pores and
25
can open bedding planes significantly, thus increasing the porosity and permeability of tight
26
sandstones.
27
Keywords: CO2–Brine–Rock Interaction; Pore Structure; CO2 energetic fracturing; Tight oil
28
1 Introduction
reservoir
temperature-pressure
conditions
and
employed
multiple
techniques
to
29
Driven by economic development and the improvement of living standards, fossil fuels demand
30
is growing rapidly (Khan et al., 2019). Crude oil will continue to be an important energy source in
31
the next few decades. In China, there has been a decrease in conventional crude oil production,
32
which has led to unconventional tight oil resources being vigorously developed. These tight oil
33
resources are within reservoirs with ultralow in-situ permeability of between 0.01 mD and 0.1 mD.
34
The ultralow permeability is enhanced by using horizontal-well drilling and multistage fracturing
35
that injects massive water-based fluids to create a permeable fracture network (Bhattacharya and
36
Nikolaou, 2016; Zou et al., 2016). Although water-based fracturing fluids have the advantage of
37
creating high conductivity fractures for oil production, they may cause damaging formation, wasting
38
water resources and polluting groundwater (Myers, 2012; Buono et al., 2018). Moreover, field
39
practice indicated that massive-scale hydraulic fracturing in some tight oil reservoirs tends to
40
generate two-wing symmetric fractures as these reservoirs have a low brittleness and lack of natural
41
fractures and bedding planes. To avoid these drawbacks, CO2 fracturing technologies have attracted
42
much attention in recent years (Li and Zhang., 2018; Middleton et al., 2015). In particular, CO2
43
fracturing has recently been applied to stimulate tight oil/gas reservoirs in Changqing and Jilin
44
Oil-fields achieving a significant increase in production from many wells (Meng et al., 2019; Ding et
45
al., 2018). CO2 fracturing has advantages over water-based fracturing, such as creating complex
46
hydraulic fractures, enhancing formation pressure, reducing oil viscosity and formation damage, and
47
saving water resources (Sinal and Lancaster, 1987; Reynolds and Buendia, 2017; Li et al., 2019a).
48
In the process of CO2 fracturing, CO2 is injected into reservoirs to create complex fractures for
49
oil/gas to efficiently flow to the wellbore. After injecting CO2 into a reservoir, it dissolved in the
50
reservoir brine forming a dilute carbonic acid solution. Although the carbonic solution is a weak acid
51
under reservoir temperature-pressure conditions, a strong geochemical reaction can occur between
52
the acidic brine and the host rock (Yu et al., 2012; Zou et al., 2018). This interaction between the
53
CO2-saturated brine and reservoir rock, that is CO2–brine–rock interaction, can partially dissolve the
54
skeletal grain minerals and cement of the host rock (Gaus, 2010; Liu et al., 2012). The mineral
55
dissolutions can generate macropores or even microfractures that result in altering the properties of
56
host rock (Alam et al., 2014). The host rocks of tight oil reservoirs are typically sedimentary rocks,
57
which contain unstable minerals (e.g., calcite, dolomite, K-feldspar, and albite). In fact, most of tight
58
oil reservoirs in China are featured by low formation pressure, high oil viscosity and a brine
59
saturation of up to 60% (Hu et al., 2018; Zou et al., 2015). CO2 energetic fracturing, characterized by
60
delayed or even no flow back after fracturing, is an efficient technique to develop tight oil resources
61
by creating complex fractures in the reservoir, increasing formation pressure, and reducing oil
62
viscosity (Hu et al., 2018; Liu et al., 2014). The soaking process of CO2 energetic fracturing provides
63
enough time for the reactions between CO2-enriched brine and unstable minerals. Thus, the
64
importance of CO2–brine–rock interaction should not be overlooked when using CO2 energetic
65
fracturing in tight oil reservoirs.
66
The pore structure of tight sandstones has a significant impact on the flow capacity of oil and
67
the production rate. The pore structure is defined by the geometry, size, distribution, and connectivity
68
of pores and throats (Fu et al., 2015). Previous studies have indicated that CO2–brine–rock
69
interaction may alter the mineralogical and pore-scale properties of conventional sandstone and
70
carbonate formations during CO2 flooding or CO2 capture and storage (Saeedi et al., 2016; Adebayo
71
et al., 2017; Kweon and Deo, 2017; Huo et al., 2017; Han et al., 2018; Jayasekara et al., 2019). In
72
addition, several studies investigated the effects of CO2–brine–rock interaction on the pore-scale
73
properties of unconventional shale reservoirs. Alemu et al. (2011) investigated the pore-scale
74
geochemical reactivity between shale and CO2-saturated brine during CO2 geological storage. Pan et
75
al. (2018) investigated the influences of temperature and pressure of CO2 treatment on the pore
76
structure of shale with low-pressure CO2 adsorption and low-pressure nitrogen adsorption. Our
77
previous study studied the effects of CO2–brine–rock interaction on the porosity, permeability,
78
tensile strength, and friction coefficient of marine shale during supercritical CO2 fracturing (Zou et
79
al., 2018). Zhang et al. (2018) studied the impacts of CO2–brine–rock interaction on the mineral
80
compositions and wettability of Lucaogou tight sandstone during CO2 injection. Zhou et al. (2019)
81
investigated the chemical effect of supercritical CO2 on the variation rules of porosity and
82
permeability of intersalt dolomitic shale oil reservoirs. They found that the mixed solution of
83
supercritical CO2 and distilled water can remarkably improve the reservoir porosity and permeability
84
and avoid salt crystallization damage. Luo et al. (2019) investigated the effect of supercritical
85
CO2-water-shale interactions on shale pore structure and found that the specific surface area and pore
86
volume of two types of shale increased after the reaction. Most of the abovementioned studies
87
focused on the mineral composition, porosity/permeability, wettability of host rock after CO2
88
injected into shale reservoirs. However, the pore structure alteration behavior and mechanism
89
contingent to CO2–brine–rock interaction during CO2 energetic fracturing in tight oil reservoirs is
90
still unclear. Furthermore, the pressure and CO2 concentration difference at the far-field and
91
near-wellbore zones may produce the behavior of pore structure differently, which to date, is poorly
92
studied.
93
This paper studied the pore structure alteration induced by CO2–brine–rock interaction during
94
CO2 energetic fracturing in the Chang-7 tight oil reservoir. A series of static soaking experiments
95
were conducted under reservoir temperature-pressure conditions, with independently changing the
96
soaking pressure, soaking time, and CO2 concentration. Multiple testing methods, including X-ray
97
diffraction (XRD), scanning electron microscopy (SEM), low field nuclear magnetic resonance
98
(LFNMR), mercury injection capillary pressure (MICP) measurement, and gas porosity/permeability
99
testing were employed to reveal the mineralogical and pore structural property variations. In the end,
100
some conclusions are drawn based on the changes in the pore structural properties.
101
2 Experimental Methods
102
2.1 Experimental Apparatus
103
A high temperature-pressure soaking device was utilized to conduct static soaking experiments
104
(Fig. 1). The cooling unit was used to transfer CO2 into the liquid state, which is required for
105
pressurization with the CO2 plunger pump. The inlet pressure of the CO2 pump should be larger than
106
1.2 MPa, and the outlet pressure can be up to 50 MPa. A polyfluoroethylene seal assembly capable of
107
resisting to CO2 was placed in the middle part of the piston in the fluid separation vessel. The heating
108
pipelines were used to heat CO2 and transform it into the supercritical state. Other parameters of the
109
soaking device can be found in Li et al., 2019b.
110 111
Fig. 1. Schematic diagram of the high temperature-pressure soaking device (after Li et al., 2019b).
112
2.2 Sample and Synthetic Brine Preparation
113
Tight sandstone samples were over cored from Chang-7 tight oil reservoir with a depth of
114
2072.5~2072.8 m in Ordos Basin, China. Three types of samples, including granular sample, thin
115
slice sample, and cylindrical sample, were prepared for the static soaking experiments (Fig. 2). Initial
116
crude oil in these samples was completely extracted for three weeks. For mineral composition testing,
117
a total of 12.000 g granular sample was prepared (Fig. 2a). The size of the granular sample ranges
118
from 0.85 mm to 1.18 mm, which could increase the contact area and thus enhance the dissolution
119
degree of unstable minerals as well as collect these particles conveniently. Two thin slice samples
120
with a diameter of 25 mm and a thickness of 2 mm were prepared for studying mineral dissolution
121
through SEM (Fig. 2b). Six cylindrical samples with 25 mm in diameter and 30 mm or 50 mm in
122
length were used for the testing of porosity, permeability, pore size distribution, and pore throat
123
distribution (Fig. 2c). A synthetic brine was prepared for the static soaking experiments with
124
deionized water matching the composition (wt. %) of Chang-7 formation brine: 2.0% KCl, 1.56%
125
NaCl, 0.05% MgCl2, and 0.22% CaCl2.
126 127
Fig. 2. Three types of tight sandstone sample: (a) granular; (b) thin slice; (c) cylindrical.
128
2.3 Experimental Scheme and Procedure
129
Static soaking experiments were conducted at the temperature of Chang-7 formation (80 °C).
130
After CO2 energetic fracturing in tight oil reservoirs, the well is often soaked for several days or
131
weeks to enhance formation pressure and reduce oil viscosity (Liu et al., 2014). In the CO2 energetic
132
fracturing process, the high fluid pressure and high concentration of CO2 in the hydraulic fracture
133
gradually diffuses to the far-field zone. To simulate the enhanced pressure in the near-fracture areas
134
and the reservoir pressure, the soaking pressure was set as 20 MPa and 30 MPa, respectively. To
135
mimic the CO2 concentrations in the reservoir, CO2-saturated brine and CO2-undersaturated brine
136
were used during the soaking experiments. Notably, the CO2-saturated brine and CO2-undersaturated
137
brine correspond to the geochemical environment of the near-fracture zones and far-field zones,
138
respectively. To match CO2 energetic fracturing durations, the soaking time for the cylindrical
139
sample was 24/72/168 h, and the soaking time for the granular and thin slice samples was 72 h. The
140
parameters of static soaking experiments were listed in Table 1. Noted that granular sample G-1
141
(6.000 g) and cylindrical sample C7-1-3 were used for testing the initial mineral composition and
142
initial pore throat distributions, and cylindrical sample C7-2-3 was used as a blank comparison
143
control to correct the effect of the sample itself on the experimental results. Granular samples G-1
144
and G-2 were collected at the same depth of a reservoir core, so were the cylindrical samples C7-1-1,
145
C7-1-2, and C7-1-3, as well as the samples C7-2-1, C7-2-2, and C7-2-3. Table 1 The parameters of static soaking experiments
146
147
Sample No.
Temperature (°C)
Pressure (MPa)
Reaction time (h)
Soaking fluid
G-1/C7-1-3
/
/
/
/
G-2/S-1
80
20
72
CO2-saturated brine
C7-1-1
80
20
24/72/168
CO2-saturated brine
C7-1-2
80
30
24/72/168
CO2-saturated brine
C7-2-1
80
20
24/72/168
CO2-saturated brine
C7-2-2
80
20
24/72/168
CO2-undersaturated brine
C7-2-3
80
20
168
Synthetic brine
Note: G, S, and C represents the granular, thin slice, and cylindrical sample, respectively.
148
To simulate the actual water saturation of Chang-7 formation, the sample should be deoiled,
149
dried, saturated with synthetic brine, and then displaced with crude oil at each soaking stage
150
(24/72/168 h). It is extremely hard to control the water saturation of different samples and the same
151
sample at the different soaking stage to the same value. Such a time-consuming sample preparation
152
process might damage the sample and affect the experimental results. Therefore, before the static
153
soaking experiment, the samples listed in Table 3 were saturated with the synthetic brine as an
154
approximation at 25 MPa for 24 h after being held under vacuum for 24 h. In the case of soaking
155
with the CO2-saturated brine, pour 100 mL synthetic brine into the CO2 reaction tank and place the
156
samples into the tank simultaneously. Next, the CO2 reaction tank was heated to the given reservoir
157
temperature (80 °C) in the oven. Once the set temperature had been reached, supercritical CO2 was
158
injected into the tank continually using the syringe pump until meeting the target pressure (either 20
159
MPa or 30 MPa). In the case of soaking with the CO2-undersaturated brine, the cylindrical sample
160
was placed into the CO2 reaction tank and filled with synthetic brine. Then, supercritical CO2 was
161
injected into the tank using the syringe pump until it reached the given pressure. However, after CO2
162
was left to dissolve into the brine for 2 h, CO2 injection was stopped, and synthetic brine was
163
continuously injected into the CO2 reaction tank to maintain stable pressure. After soaking for
164
24/72/168 h, the cylindrical samples were removed from the CO2 reaction tank and immersed in the
165
soaked synthetic brine before conducting the LFNMR test to measure the distribution. After
166
completing the static soaking experiments, the granular, thin slice, and cylindrical samples were
167
flushed with deionized water and then thoroughly dried for 48 h at 100 °C. After the drying process,
168
a series of physical parameters were measured, including mineral composition, mineral dissolution,
169
porosity, and permeability. To measure pore throat distribution and observe precipitates and pore size,
170
sample C7-1-1 was cut into cylindrical sample C7-1-1-C (30 mm in length) and thin slice C7-1-1-S,
171
respectively (Fig. 3).
172 173
Fig. 3. Schematic diagram of cutting sample C7-1-1 after the soaking treatment: (a) the cutting
174
positions in sample C7-1-1; (b) the SEM positions on the thin slice C7-1-1-S.
175
2.4 Analytical Techniques and Methods
176
Multiple analytical techniques were employed to measure the changes in mineralogical and pore
177
structural properties induced by CO2–brine–rock. The mineral compositions were measured by XRD
178
analysis of powder particles ( 150 μm) from the granular samples. SEM was conducted on the thin
179
slice samples to measure mineral dissolutions, secondary minerals precipitates, and changes in pore
180
size. LFNMR was employed to test the pore size distribution of cylindrical samples with a 0.35 T
181
SPEC-35 permanent magnet core analyzer (Beijing SPEC Technology Development Company). The
182
porosity was tested with a helium porosimeter and the permeability was measured by the PDP-200
183
pulse decay permeameter. Finally, MICP was used to measure the pore throat distribution.
184
2.5 Background of NMR theory
185
NMR uses the transverse relaxation time to characterize the pore size distribution of porous
186
media (Morriss et al., 1997). Apparent transverse relaxation time of fluid confined in pores is a
187
combination of three relaxation mechanisms: bulk relaxation , surface relaxation , and
188
diffusion relaxation (Coates et al., 1999; Dunn et al., 2002).
189
(1)
190
When the spins of hydrogen proton satisfies the fast diffusion regime characterized by ≪ 1,
191
where is the pore size and is the diffusion coefficient, the surface relaxation rate (1/ ) is
192
equal to the surface relaxivity (ρ) multiplied by the surface to volume ratio (/) (Brownstein et al.,
193
1979).
194 195
(2)
Provided that the bulk relaxation rate (1/ ) and diffusion relaxation rate (1/ ) are much
196
smaller than the surface relaxation rate (1/ ), they can be neglected in the right-hand side of Eq. (1)
197
(Dunn et al., 2002). In this case, the apparent distribution can indicate the distribution of pore
198
size. Specifically, the relaxation time is related to pore size, and the area to the volume of
199
pores.
200
3 Experimental Results
201
The solubility of CO2 in the synthetic brine at 80 °C and 20 MPa was 1.04 mol/kg and was 1.16
202
mol/kg at 30 MPa and 80 °C (Duan and Sun, 2003). Carbonic acid was formed after CO2 dissolving
203
in the synthetic brine as given in Eq. (3), causing a decrease in the pH value. Under the reservoir
204
temperature was 80 °C, the pH values were 3.07 and 3.02 at 20 MPa and 30 MPa, respectively, as
205
calculated using the software package PHREEQC. Thus, it provides geochemical conditions for
206
altering rock mineralogical and pore structural properties that include pore size distribution, pore
207
throat distribution, porosity, and permeability.
208
CO H O → H % HCO' &
209
3.1 Mineral Composition
(3)
210
Before and after soaking the granular samples for 72 h at 20 MPa and 80 °C, the average
211
mineral compositions measured were shown in Fig. 4. The concentration of calcite, dolomite,
212
K-feldspar, and albite decreased while the concentration of quartz and clay increased slightly. Most
213
notably, the carbonate concentration decreased from 19.2% to 13.3% and the feldspar concentration
214
decreased from 14.5% to 12.7% (Fig. 4a). The concentration of the illite and chlorite declined
215
approximately 2% and the kaolinite concentration increased approximately 4% after the soaking
216
experiments. Previous studies have found similar results on mineral composition change behavior
217
(Gaus, 2010; Yu et al., 2012; Liu et al. Pan et al., 2018; Li et al. 2019b). The changes in mineral
218
compositions result from the chemical reactions between these unstable minerals and CO2-saturated
219
brine at reservoir temperature-pressure conditions, which are governed by Eqs. (4)-(9) (Mandalaparty
220
et al., 2011; Kweon and Deo, 2017).
221 222
Fig. 4. Mineral compositions before and after soaking with CO2-saturated brine: (a) rock mineral
223
compositions; (b) clay mineral compositions.
224
CaCO& )Calcite/ H % → Ca% HCO&'
225
CaMg)CO& / )Dolomite/ 2H % → Ca% Mg % 2HCO' &
(5)
226
2KAlSi& O8 9K-feldspar? 2H % 9H O → 2K % 4HB SiOB Al Si OC )OH/B )Kaolinite/
(6)
227
NaAlSi& O8 )Albite/ CO 5.5H O → Na% HCO&' 2HB SiOB 0.5Al Si OC )OH/B )Kaolinite/(7)
228
Illite 8H % 0.25Mg % 0.6K % 2.3Al&% 3.5SiO )aq/ 5H O
(8)
229
Chlorite 16H % 2.3Al&% 3SiO )aq/ 5Fe% 12H O
(9)
(4)
230
Before conducting the soaking experiments, numerous SEM images were captured and Energy
231
Dispersion Spectrum (EDS) analyses were employed to confirm the mineral type with the un-soaked
232
thin slice sample. After the soaking treatment, the morphology of minerals changed significantly due
233
to the chemical reactions, which could be confirmed by comparing the SEM-EDS results with the
234
initial ones. Fig. 5 shows the dissolution of calcite, dolomite, albite, and K-feldspar after soaking for
235
72 h at 20 MPa. Calcite was dissolved completely because of its low initial concentration (3.5%) and
236
chemical instability, while dolomite was partially dissolved exhibiting a porous honeycomb
237
morphology. The intense dissolution of the carbonate minerals can be attributed to their being easily
238
corroded by acids. The well-crystallized K-feldspar was unevenly dissolved, exhibiting incomplete
239
crystal texture with some pockets, whereas albite was etched limitedly, showing a relatively
240
well-crystallized texture. The dissolution degree of carbonate was stronger than that of feldspar and
241
the corrosion degree of albite is much weaker than that of K-feldspar.
242 243
Fig. 5. The dissolution of calcite, dolomite, K-feldspar, and albite after soaking for 72 h. (The red
244
boxes refer to the corroded minerals, the dotted yellow lines refer to the boundary of etched
245
minerals.)
246
Figure 6 shows the images of quartz and clays after soaking for 72 h at 20 MPa and 80 °C.
247
Quartz was not been corroded by the acidic CO2-saturated brine and remained as a complete crystal
248
texture (Fig. 6a). However, previous studies indicated that quartz could be corroded with a higher
249
temperature of 100 °C or longer soaking time of 168 h (Lin et al., 2008; Li et al., 2019b). Numerous
250
tiny intragranular pores with a diameter of approximately 6.0 µm were formed in clays as shown in
251
Fig. 6b, which is probably because that chlorite embedded in the clays was dissolved. The illite was
252
eroded generating extremely small intragranular pores with a diameter of approximately 1.0 µm and
253
some microfractures with a width of 1.6 µm (Fig. 6c). Moreover, some secondary kaolinite particles
254
were formed beside the K-feldspar and albite due to the dissolutions of these two minerals (Figs. 6d,
255
e).
256
257
Fig. 6. SEM images of quartz and clays after soaking for 72 h: (a) uncorroded quartz, (b) dissolution
258
pores in clays, (c) chemical-induced pores and microfracture in illite, kaolinite generated from the
259
dissolution of (d) K-feldspar and (e) albite.
260
3.2 Pore Size Distribution
261
Previous studies have found that tight sandstone has a relatively weak surface relaxation rate (ρ)
262
and the diffusion coefficient () of water is large (Dunn et al., 2002). This indicates that water
263
confined in tight sandstone pores support the fast diffusion regime. The bulk relaxation time
264
(approximately 1000 ms) is much larger than the apparent ,PQ (the logarithmic mean of
265
distribution), as shown in Figs. 7 and 8, and therefore it is reasonable to employ the distribution
266
of brine confined in tight sandstone pores to characterize its pore size distribution.
267
Figure 7 shows the distribution before and after soaking with CO2-saturated brine at 20
268
MPa and 30 MPa, under the temperature of 80 °C. Based on the bimodal distribution, the pores
269
of tight sandstone samples can be divided into two categories: small pores ( 10 ms), and large
270
pores ( > 10 ms). The large pores were mainly generated by the dissolution of calcite and
271
dolomite, feldspar, and albite, while the small pores were mainly generated by the dissolution of clay
272
minerals (Figs. 5 and 6). As shown in Fig. 7a, under 20 MPa and 80 °C, the number of large pores in
273
sample C7-1-1 increased with soaking time within 72 h and kept steady after 72 h whereas the
274
number of small pores decreased with increasing soaking time. As shown in Fig. 7b, the number of
275
small pores in sample C7-1-2 stopped to decrease and kept steady after soaking for 72 h at 30 MPa
276
and 80 °C, and that of large pores kept increasing with the soaking time. This is attributed to that
277
increasing the soaking pressure could reduce the pH value of CO2-saturated brine and increase the
278
penetration depth of the carbonic acid into the small pores, which may increase the chemical reaction
279
rate and the dissolution degree of small pores. Therefore, increasing the soaking pressure is
280
conducive to enlarging the pore size and transforming small pores to large pores, resulting in
281
increasing the number of large dissolution pores.
282 283
Fig. 7. distributions before and after soaking with CO2-saturated brine at 20 MPa and 30 MPa,
284
respectively: (a) 20 MPa (sample C7-1-1); (b) 30 MPa (sample C7-1-2).
285
Figure 8 shows the distribution before and after soaking with CO2-saturated and
286
CO2-undersaturated brine at 20 MPa and 80 °C. As shown in Fig. 8a, the number of large pores of
287
sample C7-2-1 increased with the soaking time after 72 h, which differs from sample C7-1-1 that has
288
a higher permeability under identical soaking conditions (Fig. 7a). This result indicates that the time
289
to reach the maximum dissolution degree for the tight sandstone is shorter for the tight sandstone
290
with relatively higher permeability. As shown in Fig. 8b, the number of large pores increased slightly
291
after soaking for 72 h with CO2-undersaturated brine. Moreover, the increment in the pore volume of
292
large pores after soaking with CO2-undersaturated brine (C7-2-2) is smaller than that with
293
CO2-saturated brine (C7-2-1). This difference is explained by the acidity of CO2-undersaturated brine
294
that gradually weakens due to the interaction with unstable mineral and without sufficient CO2
295
dissolved in the brine. The results indicate that insufficient CO2 in the far-field areas may enlarge the
296
pore size limitedly, and it needs a longer duration to reach the maximum dissolution degree.
297 298
Fig. 8. distributions before and after soaking with CO2-saturated and CO2-undersaturated brine,
299
respectively: (a) CO2-saturated brine (sample C7-2-1); (b) CO2-undersaturated brine (sample
300
C7-2-2).
301
There are two distribution variations of before and after the soaking treatment (Figs. 7 and
302
8). First, the right endpoints of the distribution curves shifted to the left approximately 70~220
303
ms after the soaking treatment. This offset can be attributed to the secondary clay minerals that
304
disperse in the brine and adhere to the pore wall, which can speed up the relaxation time (Matteson et
305
al., 2000). Second, the single peak distributions and insignificant three-peak distributions
306
transformed into apparent dual-peak distributions after the soaking treatment. The fluid exchange
307
between the small pores and the large pores was weakened to some extent and can explain the visible
308
dual-peak distributions (Ghomeshi et al., 2018; Anand and Hirasaki, 2007). Fig. 9 shows the
309
images of throat blockage captured by SEM at different depths (x) in sample C7-1-1. The throat
310
block is made by the secondary reticulated halloysite and debris, resulting from the chemical CO2–
311
brine–rock interaction. The most likely reason is that CO2 carries these particles to the throat when
312
CO2 is released from the reaction tank after the soaking treatment. The evident throat blockage could
313
explain the reason for the weakened exchange between large pores and small pores. Previous studies
314
also found that the formation of clay minerals and mobilized minerals could cause intragranular and
315
intergranular pore blockage (Wang et al., 2010; Massarotto et al., 2010).
316 317
Fig. 9. Throat blockage at different depth (x) in the sample C7-1-1 after soaking for 168 h at 20 MPa
318
and 80 °C: (a) x=2.5 mm; (b) x=7.5 mm; (c) x=12.5 mm.
319
3.3 Pore Throat Distribution
320
Figure 10 shows the capillary pressure curve and the pore throat distribution of the initial
321
sample C7-1-3 and the soaked sample C7-1-1-C. For the initial sample C7-1-3, shown in Fig. 10a,
322
both the intrusion and extrusion curves moved to the lower left after soaking for 168 h at 20 MPa and
323
80 °C. Specifically, the maximum mercury saturation value increased from 91.06% to 95.49%, and
324
the discharge pressure decreased from 2.75 MPa to 0.67 MPa, indicating that both the pore volume
325
and the pore throat were enlarged after the soaking treatment. The pore throat distribution for the
326
soaked sample C7-1-1-C increased from 0.004~0.250 µm to 0.004~1.000 µm (Fig. 10b). The
327
maximum pore throat radius increased four-fold, and the average pore throat radius increased by
328
86.5% from 0.089 µm to 0.166 µm, indicating a significant increase in the pore connectivity.
329 330
Fig. 10. Capillary pressure curve and pore throat distribution before and after soaking for 168 h: (a)
331
capillary pressure curve, (b) pore throat distribution.
332
Figure 11 shows the internal dissolutions and pore size enlargement in sample C7-1-1 after
333
soaking for 168 h. The chemical reactions between unstable minerals and CO2-saturated brine were
334
intensive near the sample surface (x=0 mm), forming some large pores with a diameter of
335
approximately 53 µm (Fig. 11a). The pore size is also enlarged to approximately 10~35 µm with
336
depth ranges from 0.25 mm to 1.25 mm. The results indicate that the whole sample was sufficiently
337
eroded after the soaking treatment. Moreover, the amplitude of pore size enlargement at the
338
near-surface positions was higher than that inside the sample.
339 340
Fig. 11. Pore size enlargement at different depth (x) in sample C7-1-1 after soaking for 168 h: (a) x=0
341
mm; (b) x=2.5 mm; (c) x=5.0 mm; (d) x=7.5 mm; (e) x=10.0 mm; (f) x=12.5 mm.
342
3.4 Porosity and Permeability
343
Figure 12 shows the changes in porosity and permeability after soaking for 168 h. As shown in
344
Fig. 12a, the porosity of sample C7-1-1 increased by 2.59% from 11.95% to 12.26% under the
345
soaking pressure of 20 MPa, while the porosity of sample C7-1-2 increased by 11.33% from 12.45%
346
to 13.86% under the soaking pressure of 30 MPa. Correspondingly, the permeability increased by
347
36.43% and 425.72% under the soaking pressure of 20 MPa and 30 MPa, respectively (Fig. 12b).
348
The significant increase in permeability after soaking for 168 h at 30 MPa and 80 °C is because two
349
bedding planes were opened in sample C7-1-2 (Fig. 12b). The experimental results show that higher
350
soaking pressure may trigger more active chemical interactions between unstable minerals and
351
CO2-saturated brine, resulting in the higher enhancement of porosity and permeability or even
352
facilitate the activation of bedding planes. In the cases of soaking with CO2-saturated brine in sample
353
C7-2-1 and CO2-undersaturated brine in sample C7-2-2, the porosity increased by 3.22% and
354
10.81%, respectively; while the permeability increased by 42.02% and 117.24%, respectively. The
355
results indicate that the porosity and permeability increased more significantly after soaking with
356
CO2-saturated brine in comparison to that with CO2-undersaturated brine.
357 358
Fig. 12. Changes in porosity and permeability of cylindrical samples after soaking for 168 h.
359
4 Discussion
360
4.1 Relationship between T2 distribution and pore size distribution
361
NMR technology can effectively and non-destructively quantify the physical properties of rock
362
matrix, pore fluid saturation and pore sizes (Kleinberg et al., 1994; Yao and Liu, 2012; Yan et al.,
363
2020). The shape of distribution is not only affected by pore size distribution but also related to
364
fluid diffusion mechanism, bulk relaxation, and diffusion relaxation. Two critical conditions should
365
be met when applying the results obtained to characterize the pore size distribution: fast diffusion
366
regime should be supported, and the bulk relaxation rate and diffusion relaxation rate could be
367
neglected. Should these conditions be met, the surface relaxation has a good correlation with the
368
pore size. Noted that two factors within the brine can influence the bulk relaxation including
369
dispersed clay particles and paramagnetic materials (e.g., Mg2+, Ca2+, and Fe2+). Surface relaxation
370
can be varied by changes in the pore wall properties due to variation in the mineral composition after
371
the soaking treatment. Therefore, it is necessary to check whether the diffusion of fluid meets the
372
critical conditions before relating distribution to pore size distribution. For example, it is not
373
feasible to characterize pore size distribution by distribution when the pores saturated with
374
high-viscosity oil or heavy oil. In such conditions, the bulk relaxation rate (1/ ) cannot be
375
neglected in the right hand of Eq. (1). Additionally, the high-viscosity oil has a large hydration radius,
376
and thus its diffusion coefficient is small, which means it may not support the fast diffusion regime
377
considered in this paper.
378
The NMR signal amplitude of the cylindrical samples saturated with the synthetic brine before
379
and after the soaking treatment was shown in Fig. 13. The NMR signal amplitude decreased by 11.24%
380
on average after soaking for 168 h. It indicates that the amount of brine confined in the pores
381
decreased after the soaking treatment because the NMR signal amplitude depends on the amount of
382
brine (hydrogen proton) in the pores. This probably can be attributed to two reasons. On one hand,
383
the primary and secondary clays may swell and expel some brine out of the enlarged pores,
384
especially for the secondary clays (Figs. 6 and 9). The swelling of clays could be confirmed by the
385
blank comparison experiment on sample C7-2-3, in that the NMR signal amplitude decreased 251
386
after soaking for 168 h with the synthetic brine at 20 MPa and 80 °C (Fig. 13). Therefore, it is better
387
to add clay anti-swelling agents into the fracturing fluid, especially for the water-based fracturing
388
fluids. Moreover, when the fluid pressure decreased to the atmospheric pressure, CO2 may escape
389
from the brine and expel some brine out of the pores, shown in Fig. 14c. Because CO2 uniformly
390
dissolved in the brine during the soaking stage, it will escape from the brine uniformly when flowing
391
back occurred. Then we may get the point that the brine expelled out of the large and small pores
392
may be proportional to the volume of these pores. In other words, the volume ratio of brine in the
393
large and small pores could be considered unchanged after CO2 escaped out of the brine. Therefore,
394
the distributions shown in Figs. 7 and 8 can still represent the pore size distribution, but with a
395
proportional decrease in the NMR signal amplitude. If the NMR testing could be conducted on the
396
samples in a non-magnetic core holder under high pressure after the soaking experiment, it is
397
possible to minimize the impacts of gas CO2 by re-dissolving the CO2 into the brine.
398 399
Fig. 13. NMR signal amplitude of the cylindrical samples saturated with the synthetic brine before
400
and after the soaking treatment.
401
4.2 Mechanism of pore structure alteration
402
The schematic diagram of the pore structure alterations before and after the soaking treatment
403
was shown in Fig. 14. After the soaking treatment, unstable minerals were variably dissolved thereby
404
enlarging the size of pores and throats. Meanwhile, there were some secondary mineral precipitates
405
dispersed in the brine and some feldspar (i.e., K-feldspar and albite) debris fall into the pores. When
406
the shut-in valve opened (i.e., back flow occurred), CO2 escapes from the brine and carries these
407
mineral precipitates and debris to the low fluid pressure areas. When these tiny particles encountered
408
an extremely small pore throat, they will gather at the throats and block them. The blockage may
409
weaken the exchange between pores, which can be confirmed by the significant dual-peak
410
distributions as shown in Figs. 7 and 8 (Ghomeshi et al., 2018; Anand and Hirasaki, 2007). Although
411
the throat blocked by mineral precipitates and debris particles, the gas permeability of tight
412
sandstones samples increased by 36% to 426% after the soaking treatment. This is because clay
413
minerals (e.g., kaolinite and halloysite) lost water during the drying process before the gas
414
permeability testing, which may partially weaken the blockage of pore throat (Fig. 9). Moreover, the
415
enlarging of the size of pores and throats, indicating the enhancing of the connectivity between the
416
pores, are conducive to increasing the permeability of the tight sandstone, which can be confirmed by
417
the results of SEM, NMR, MICP, and gas permeability testing.
418 419
Fig. 14. Schematic diagram of the pore structure alterations after the soaking treatment: (a) before
420
soaking; (b) after soaking and before flow back; (c) after flow back (pore pressure equal to
421
atmospheric pressure).
422
Similar to tight oil reservoirs, shale reservoirs generally contain unstable minerals and primary
423
brine, which are necessary conditions for CO2-brine-rock interaction. The study by Pan et al. (2018)
424
indicated that the number of micropores and mesopores (0.3-20 nm) in a marine shale decreased
425
significantly after CO2-brine-rock interaction, while the number of macropores increased leading to
426
improving the porosity and permeability. However, an opposite variation trend of pore structure was
427
also discovered in a terrestrial shale. Luo et al. (2019) found that the pore volume of the micropores
428
(<2 nm) and mesopores (2-50 nm) increased after the interactions, while the change of the pore
429
volume of macropores (>50 nm) exhibited opposite behaviors for two different shales. They also
430
pointed out that the increase in the pore volume of micropores is due to the dissolution of the clay
431
minerals and carbonate minerals, which is different from the pore structure alteration behavior of
432
Chang-7 tight sandstone. In this study, we found that both the number of large pores (approximately
433
10-50 µm) and small pores (approximately 1-10 µm) increased significantly after soaking with
434
CO2-saturated brine. The size of dissolution pores generated in the Chang-7 tight sandstone is
435
approximately two to three orders of magnitude larger than the shales. That is because the size of
436
unstable mineral grains of Chang-7 tight sandstone is on the micron scale, which is much larger than
437
that of nanoscale shales. Other than the pore size, the variation behavior of pore size distribution of
438
the shales and Chang-7 sandstone also exhibit different behavior. The abovementioned two studies
439
suggest that the pore structure alteration behavior is closely related to the primary mineralogical and
440
physical properties of shale, including the type and content of unstable minerals, pore size
441
distribution, pore throat distribution, and reservoir conditions (e.g., temperature, pressure, and
442
salinity). Therefore, the pore structure alteration behavior caused by CO2-brine-rock interaction in
443
various rocks may exhibit different or even opposite trends.
444
4.3 Utilizing the chemical effect of CO2 in field CO2 fracturing
445
In the case of CO2 energetic fracturing in the tight oil reservoirs, massive CO2 could be injected
446
into the reservoir. The well often soaked for several days or weeks for enhanced oil recovery by
447
enhancing formation pressure and reducing oil viscosity or even realizing the mixing of CO2 with
448
crude oil. During CO2 energetic fracturing, CO2–brine–rock interaction may enlarge the pore size of
449
host rock by dissolving unstable minerals (i.e., calcite, dolomite, K-feldspar, albite, chlorite, and illite)
450
and enhancing the connectivity of the pores. On the other hand, the pore throat may be blocked when
451
flowing back occurred after the soaking stage. The blockage herein will hinder oil flow to the
452
wellbore. Thus, the pore-enlarging effect and throat-blockage effects should be systematically
453
investigated to comprehensively evaluate their influences on the oil flow in the rock matrix.
454
Specifically, two engineering parameters, including the time for the soaking stage and the back-flow
455
rate, should be optimized to achieve the optimal improvement of pore structure or permeability after
456
the soaking treatment.
457
CO2–brine–rock interaction may facilitate the activation of bedding planes during the soaking
458
stage, which can be seen from the CT image of C7-2-2 illustrated in Fig. 12b. Our previous studies
459
have found that the tensile strength of bedding planes of Chang-7 tight sandstone decreased by 46.8%
460
after soaking for 168 h (Li et al., 2019b). Inspired by the reduction in the tensile strength of the
461
bedding plane due to CO2–brine–rock interaction, we previously introduced an intermittent
462
CO2-hybrid fracturing method for stimulating tight reservoirs (Li et al., 2019b). The motivation of
463
the design is to enhance the stimulated reservoir volume in tight reservoirs by fully utilizing the
464
physical and chemical effects of CO2.
465
The Chang-7 tight oil reservoir has a low brittleness, and the natural fractures are relatively
466
undeveloped (Hu et al., 2018). Besides, it contains some bedding planes with a relatively high tensile
467
strength (approximately 4-7 MPa). Field practice indicated that massive-scale hydraulic fracturing in
468
Chang-7 tight oil reservoir tends to create two-wing symmetric fractures. Besides, the Chang-7
469
reservoir has a low formation pressure coefficient (approximately 0.77~0.84) and its water saturation
470
ranges from 40% to 60% (Hu et al., 2018). CO2 fracturing in the reservoir with a low formation
471
pressure coefficient could significantly enhance the formation pressure and oil production. Although
472
the absolute value of pore-scale properties might be slightly greater than the actual situation due to
473
the pore spaces completely saturated with synthetic brine, the experimental results could also exhibit
474
an approximated behavior of pore structure alteration. Moreover, well-factory and three-dimensional
475
large well cluster drilling are useful methods to minimize the drilling and fracturing costs. Especially
476
for the large well cluster drilling, it can arrange up to 20 wells on the same platform. Thus, we further
477
introduce an advanced intermittent CO2-hybrid fracturing design to stimulate these wells placed on
478
the same platform without consideration of gas source, equipment performance, logistics, and
479
economic costs. The operation of the advanced intermittent CO2-hybrid fracturing includes three
480
stages: (1) fracturing wells with pure CO2 one by one in sequence to create complex fractures in the
481
near-wellbore area and soaking the well after it is fractured, (2) injecting a water-/CO2-based slurry
482
into these fractured wells in sequence to create new fractures and further extend the fractures and
483
prop them, (3) soaking the well for several days or weeks to enhance oil recovery. The soaking
484
operation subsequent to the fracturing in the first stage could weaken the bedding planes or cemented
485
natural fractures. Then, the fracturing in the second stage may further activate more weaken bedding
486
planes or natural fractures. The soaking operation in the third stage may help to further enhance the
487
low formation pressure and reduce oil viscosity. The advantage of applying the advanced intermittent
488
CO2-hybrid fracturing design to stimulate multiple wells in the same platform is that it may save
489
substantial time, labor, and equipment costs. Although there are still many challenges to overcome
490
before applying the novel CO2-hybrid fracturing design in the field, it provides a potential and
491
efficient way to enhance the recovery of tight oil resources.
492
5 Conclusions
493
This paper investigated the pore structure alterations caused by CO2–brine–rock interaction
494
during CO2 energetic fracturing for Chang-7 tight oil reservoirs. Static soaking experiments were
495
conducted on three types of samples (granular, thin slice, and cylindrical samples) under reservoir
496
temperature-pressure conditions. Multiple techniques, including XRD, SEM, LFNMR, MICP, and
497
gas porosity/permeability testing, were employed to gain insights into the pore structure alteration
498
behavior and mechanism during CO2 energetic fracturing. The experimental results may provide new
499
insights into the pore structure alteration behavior and mechanism during CO2 energetic fracturing in
500
tight oil reservoirs. The findings are summarized as follows:
501
(1) CO2–brine–rock interaction generated many large dissolution pores with a diameter of
502
10~50 µm due to the dissolution of carbonate and feldspar. Numerous tiny intragranular pores with a
503
diameter of 1~6 µm and some microfractures were created in clays. The maximum pore throat radius
504
increased four-fold, and the average pore throat radius increased by approximately 86.5% from 0.089
505
µm to 0.166 µm, indicating a significant increase in the pore connectivity.
506
(2) The distribution of the brine confined in the pores of tight sandstone could be applied to
507
characterize the pore size distribution because the fast diffusion regime is supported and the surface
508
relaxation is significantly smaller than the bulk relaxation. After soaking with CO2-saturated brine,
509
massive newly generated secondary clay particles (e.g., kaolinite and halloysite) adhere to the pore
510
wall and disperse in the brine thus increasing the relaxation time. These clay particles may block
511
extremely small pore throats during flowing back, which can be illustrated by the single peak and
512
insignificant three-peak distributions transformed into apparent dual-peak distributions.
513
(3) Insufficient CO2 in the far-field areas of the reservoir may enlarge the pore size limitedly.
514
Increasing both soaking pressure and CO2 concentration may trigger more severe geochemical
515
interaction between CO2-saturated brine and unstable minerals, transforming more small pores
516
( 10 ms) into the large pores ( > 10 ms) and thereby significantly increasing the porosity and
517
permeability of tight sandstones. Especially, when the soaking pressure is increased to 30 MPa, some
518
macro bedding planes were opened resulting in a 426% increase in permeability.
519
Declaration of Competing Interest
520 521
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
522
Acknowledgements
523 524 525 526
The first author is grateful for the support of China Scholarship Council (No. 201906440137) for supporting his study at CSIRO. This paper was supported by the National Natural Science Foundation of China (No. 51704305), the Major National Science and Technology Projects of China (No. 2016ZX05049-006, 2017ZX05039002-003).
527
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Highlights: 1. CO2 energetic fracturing was proposed to develop low pressure tight oil reservoirs. 2. Low field nuclear magnetic resonance was used to measure pore size distribution. 3. The alterations in mineralogy, pore size and throat distributions were elucidated. 4. The pore structure alteration mechanism was clarified using multiple techniques.
Author Contribution Statement Sihai Li: Conceptualization, Methodology, Investigation, Writing - Original Draft. Shicheng Zhang: Resources, Supervision. Xinfang Ma: Funding acquisition. Yushi Zou: Formal analysis, Project administration. Yao Ding: Methodology, Validation. Xi Zhang: Review & editing. Dane Kasperczyk: Review & editing.
Declaration of interests ☒ The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper. ☐The authors declare the following financial interests/personal relationships which may be considered as potential competing interests:
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.