Characteristics of CO2–Formation Water–Rock Reaction and Simulation of CO2 Burial Efficiency in Tight Sandstone Reservoirs
Abstract
1. Introduction
2. Experimental Preparation
2.1. Preparation of Sandstone and Formation Water Samples
2.2. CO2–Water–Rock Experimental Apparatus and Procedure
- (1)
- First, accurately weigh 1.0 g of sandstone powder with a particle size ranging from 0.075 to 0.6 mm.
- (2)
- Then, add the weighed sandstone powder and the prepared formation water solution into the reactor vessel at a ratio of 1 g sandstone powder to 20 mL formation water.
- (3)
- Seal the reactor, raise the temperature, and increase the pressure to the desired experimental conditions.
- (4)
- Once the temperature and pressure inside the reactor stabilize, record the start time of the reaction.
- (5)
- During the reaction, maintain stable temperature and pressure conditions throughout the experimental duration.
- (6)
- After the reaction completes, release the pressure from the reactor and retrieve the sample.
- (7)
- Filter the aqueous phase from the reactor, transfer it into centrifuge tubes, add 1–2 drops of approximately 2% nitric acid for acidification to prevent the precipitation of metal hydroxides and preserve the sample for analysis, then refrigerate and dilute the samples. Measure cation concentrations in the solution using inductively coupled plasma optical emission spectrometry (ICP-OES). Specifically, for each sample, prepare two parallel solutions diluted 10 times for the measurement of major elements K, Na, Ca, and Mg. Subsequently, take aliquots from these diluted solutions and dilute further by 25 times (i.e., 250 times total dilution relative to the original solution) to measure trace elements such as Al and Si. Four sets of tests are conducted under specific temperature, pressure, and time conditions to cover both major and trace element measurements in parallel. Calibration for major elements uses mixed standards of Na, K, Mg, and Ca, while trace elements are calibrated using mixed standards containing multiple trace elements. During measurement, sample injection intervals are controlled to avoid interference from high chloride concentrations.
- (8)
- Dry the powder samples, then analyze the mineralogical composition before and after reaction using X-ray diffraction (XRD), and characterize the rock surface micro-morphology by scanning electron microscopy (SEM). The procedure includes washing the samples three times with ultrapure water at a ratio of 1 g powder to 40 mL water. After discarding the wash water, place the wet solids in a vacuum drying oven at 40 °C for approximately 2 days to ensure complete drying of the sandstone powder. After drying, grind approximately 0.5 g of the sample in an agate mortar to pass through a 200-mesh sieve. During XRD testing, use a copper target as the X-ray source at 30 kV and 10 mA. The scanning angle range is set from 5° to 70°, covering the main diffraction peaks of the minerals, with a step size of 0.02°.
3. Experimental Results and Analysis
3.1. Analysis of ICP-OES Results
3.1.1. Changes and Reactions of Major Elements
3.1.2. Changes in Al and Si Concentrations and Their Reactions
3.2. Powder X-Ray Diffraction (XRD) Analysis
3.3. Scanning Electron Microscope (SEM) Analysis
4. Coupled Numerical Simulation of CO2 EOR and Sequestration
4.1. Water–Rock Reaction Mechanism
4.2. CO2 Geochemical Reaction Model
4.3. Porosity-Permeability Mode
4.4. Relative Permeability Hysteresis Model
4.5. Field Model Application
4.6. Time-Dependent Analysis of Different Trapping Mechanisms
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
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| Ion Classification | Na+ | K+ | Ca2+ | Mg2+ | Cl− | HCO3− |
|---|---|---|---|---|---|---|
| Concentration (mmol/L) | 305.13 | 1.13 | 24.15 | 9.75 | 366.54 | 7.52 |
| Mineral | Quartz | Potassium Feldspar | Albite | Calcite | Chlorite | Illite | Kaolinite | Mica | Others |
|---|---|---|---|---|---|---|---|---|---|
| % | 58.3 | 10.7 | 7.9 | 5.6 | 4.2 | 6.1 | 2.4 | 1.6 | 3.2 |
| Mineral | Log(K25°C) (mol·m−2·s−1) | Activation Energy (J·mol−1) | Initial Reactive Specific Surface Area (m2·m−3) |
|---|---|---|---|
| Calcite | −8.8 | 41,870 | 33 |
| Kaolinite | −13 | 62,760 | 660 |
| Feldspar | −12 | 67,830 | 33 |
| Component Name | Mole Fraction | Molecular Weight (g/mol) | Critical Pressure (bar) | Critical Temperature (K) | Critical Volume (m3/kmol) | Acentric Factor | OMEGA | OMEGB |
|---|---|---|---|---|---|---|---|---|
| CO2 | 0.005 | 44.01 | 72.80 | 304.20 | 0.094 | 0.225 | 0.366 | 0.062 |
| N2-C1 | 0.168 | 17.93 | 43.60 | 180.02 | 0.097 | 0.013 | 0.457 | 0.078 |
| C2-C3 | 0.098 | 39.45 | 44.08 | 350.22 | 0.184 | 0.134 | 0.457 | 0.078 |
| IC4-NC5 | 0.088 | 64.55 | 35.36 | 442.26 | 0.278 | 0.213 | 0.457 | 0.078 |
| C6-C9 | 0.101 | 124.49 | 27.60 | 592.91 | 0.457 | 0.330 | 0.457 | 0.078 |
| C10-C19 | 0.261 | 217.81 | 18.69 | 730.49 | 0.766 | 0.569 | 0.457 | 0.078 |
| C20-C29 | 0.207 | 364.17 | 13.07 | 865.42 | 1.174 | 0.886 | 0.457 | 0.078 |
| C30A+ | 0.048 | 622.54 | 8.73 | 1033.03 | 1.728 | 1.255 | 0.457 | 0.078 |
| C30B+ | 0.024 | 622.54 | 8.73 | 1033.03 | 1.728 | 1.255 | 0.457 | 0.078 |
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Jia, J.; Fan, W.; Lu, Y.; Qu, M. Characteristics of CO2–Formation Water–Rock Reaction and Simulation of CO2 Burial Efficiency in Tight Sandstone Reservoirs. Processes 2025, 13, 3644. https://doi.org/10.3390/pr13113644
Jia J, Fan W, Lu Y, Qu M. Characteristics of CO2–Formation Water–Rock Reaction and Simulation of CO2 Burial Efficiency in Tight Sandstone Reservoirs. Processes. 2025; 13(11):3644. https://doi.org/10.3390/pr13113644
Chicago/Turabian StyleJia, Junhong, Wei Fan, Yao Lu, and Ming Qu. 2025. "Characteristics of CO2–Formation Water–Rock Reaction and Simulation of CO2 Burial Efficiency in Tight Sandstone Reservoirs" Processes 13, no. 11: 3644. https://doi.org/10.3390/pr13113644
APA StyleJia, J., Fan, W., Lu, Y., & Qu, M. (2025). Characteristics of CO2–Formation Water–Rock Reaction and Simulation of CO2 Burial Efficiency in Tight Sandstone Reservoirs. Processes, 13(11), 3644. https://doi.org/10.3390/pr13113644

