Submitted:
20 March 2024
Posted:
20 March 2024
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Abstract
Keywords:
1. Introduction
2. Microscopic Pore Structure Characteristics of Typical Tight Sandstone
3. Experimental Section
3.1. Experimental Principles
3.2. Experimental materials
3.3. Experimental Apparatus
3.4. Experimental Procedure
- Plunger sample displacement experiment.
- Core preparation. The core was washed with a mixture of benzene and ethanol in a ratio of 3:1 for seven days using an oil washing apparatus. Following this, the cores were heated to 105°C in a thermostat and maintained at that temperature for 48 hours without any changes. After drying, permeability and porosity of the cores should be calculated.
- Reconstruction of oil-water distribution. The core was saturated with simulated formation water with 0.01 mL/min low rate, it consisted of CaCl2 water with a salinity level of 25000 mg/L. The flooding process was halted when the liquid output reached 4-5PV. We use Mn2+ solution to minimize the hydrogen signal with 4-5PV. Subsequently, using 0.01mL/min rate of the configured simulated oil was injected into the core. The flooding process was halted again when the discharge reached 4-5PV, and the liquid at the outlet was confirmed to be 100% simulated oil. Finally, an NMR T2 spectral was performed on the core.
- D2O flooding experiment. In the D2O flooding experiment, 0.01mL/min rate of the D2O injected is into the core at the inlet end. Reaching 2PV, the displacement is stopped, it is recorded about the oil production and the D2O injection, and it must be performed T2 spectrum sampling at the before and end of the displacement.
- CO2 flooding Experiment. After the D2O flooding experiment, the CO2 flooding experiment was initiated. The intermediate vessel containing CO2 was first pressurized to the experimental pressure of 10MPa. By adjusting the pressure return valve, the backpressure was adjusted to 0.1 MPa below the injection pressure. The CO2 injected rate is 0.1 mL/min to the inlet end, and the valve at the injection end was opened. The flooding process was stopped with 2PV injection volume. t is recorded about the oil production and the CO2 injection, and NMR T2 spectrum always recorded.
- During the whole experiment, the annular pressure remains constant at 25MPa throughout the experiment, with the temperature set at 60℃. After completing the flooding process (2)-(4), the pressure is adjusted to 15MPa and 20MPa respectively for subsequent flooding experiments. Following each experiment, the core is replaced before continuing with steps (2)-(5).
- Micro-visualization experiments.
- Preparation of real core model. The core sample is extracted from the area adjacent to the plunger in the displacement experiment. It is then carefully cut and polished using professional equipment to create a visual model with dimensions of 50mm×25mm×5mm (length × width × thickness). The model is then glued together for visualization purposes, and its porosity and permeability are measured.
- The visualization of flooding experiments follows the same steps as those used in plunger-like flooding experiments, with some differences in experimental subjects. The microscopic visualization of the flooding is studied using real core flakes, while the sample substitution is carried out using a standard core sample with a diameter of 2.5 cm.
- During the visualization of the flooding process, the annular pressure is regulated by an annular pressure tracking pump, which maintains a constant pressure that is always higher 0.5 MPa than the injection pressure.
4. Results and Discussion
4.1. Saturated Oil T2 Spectrum of Typical Core Samples
4.2. Oil Utilization Characteristics of Heavy Water Flooding
4.2.1. Recovery of D2O Flooding for Different Types of Samples
4.2.2. Microporous Oil Utilization Characteristics of D2O Flooding
4.3. Oil Utilization Characteristics of CO2 Flooding after Water Flooding
4.3.1. Recovery of CO2 Flooding after D2O Flooding for Different Types of Samples
4.3.2. Microporous Oil Utilization Characteristics of CO2 Flooding
4.3.2.1. Oil Utilization Characteristics of Type I Samples
4.3.2.2. Oil Utilization Characteristics of Type II Samples
4.3.2.3. Oil Utilization Characteristics of Type III Samples
4.4. Microscopic Residual Oil Characteristics
4.4.1. Residual Oil Distribution Regularity
4.4.2. Typology of Microscopic Residual Oils

4.4.3. Differential Characterization of Different Types of Samples
5. Conclusion
- During water flooding, the oil recovery of type I, II, and III samples decreased progressively. The oil recovery of type I core was the highest at 18.12%. Produced oil in large pores and some medium pores is considerable, and the contribution from the small pores is relatively small for Type I and type III samples.
- The CO2 flooding after water flooding, the CO2 flooding significantly increases the oil recovery for all three-sample types. Type II core samples exhibited the highest oil recovery, while type I cores had the lowest oil recovery in both immiscible and miscible flooding. In near-miscible phases, type III cores had the lowest oil recovery. Notably, from immiscible to near-miscible flooding, type II cores demonstrated the most significant improvement in recovery. On the other hand, from near-miscible flooding to miscible flooding, type III cores experienced the most substantial recovery enhancement.
- As pressure increases, in the near-miscible phase, produced oil in type I and II samples primarily from large pores. Upon reaching the miscible phase, the recovered oil is predominantly from medium pores. In the immiscible phase, recovered oil for type III samples mainly from medium and large pores. In the near-miscible phase, produced oil is mainly from medium and small pores. The near-miscible phase flooding after water flooding is more suitable for Type I and II samples, while the miscible phase flooding is more suitable for type III samples.
- Examination of the microscopic distribution of residual oil reveals that in immiscible phase flooding after water flooding, the oil recovery among the three core types exhibits marginal disparities, with the maximum recovery of 68.11% achieved in the near-miscible phase flooding of the type II model after water flooding. The highest recovery of 74.57% is observed in the miscible phase flooding of the type III model after water flooding. The characteristics of residual oil are well-established. With escalating pressure, the proportion of flaky residual oil diminishes, while that of droplet and oil film formations gradually increases. Reticular residual oils predominate in type II samples during the near-miscible phase.
Acknowledgments
Notes
References
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| Parameter type | Type I (16cores) |
Type II (23cores) |
Type III (11cores) |
|||||||||
| Range | Average | Range | Average | Range | Average | |||||||
| Physical | Porosity/% | 9.45-13.58 | 10.96 | 8.19-11.61 | 9.12 | 6.87-10.48 | 8.83 | |||||
| Permeability /10-3μm2 | 0.123-0.381 | 0.138 | 0.047 -0.116 | 0.067 | 0.025 -0.043 | 0.031 | ||||||
| Mercury injection | Maximum mercury saturation/% | 86.24-93.81 | 89.25 | 83.87-89.58 | 85.71 | 67.95-88.14 | 74.62 | |||||
| Median pressure /MPa | 2.85-8.56 | 6.97 | 5.65-10.93 | 8.91 | 18.52-38.14 | 31.84 | ||||||
| Threshold pressure /MPa | 0.29-0.97 | 0.58 | 0.87-2.84 | 1.82 | >3.48 | 3.94 | ||||||
| Pore throat radius /μm | 0.27-2.48 | 1.94 | 0.21-1.30 | 0.57 | 0.06-0.46 | 0.24 | ||||||
| Sorting factor | 1.86-2.95 | 2.53 | 1.45-2.51 | 2.21 | 1.39-2.38 | 1.83 | ||||||
| Casting thin section | Pore throat combination | Medium pore Medium-fine throat | Small pore Medium-fine throat | Fine pore Micro-fine throat | ||||||||
| Pore type | Intergranular pore - solution pore | Intergranular pores -a small amount of corrosion pores | Corrosion pore – a small number of intergranular pores | |||||||||
| Comprehensive reservoir evaluation | Good | Medium | Difference | |||||||||
| Sample type | Core number | Length(cm) | Diameter(cm) | Permeability(mD) | Porosity(%) |
| Type I | 11-1 | 5.75 | 2.52 | 0.158 | 11.784 |
| Type II | 10-2 | 5.35 | 2.53 | 0.0886 | 10.190 |
| Type III | 20-8 | 6.02 | 2.53 | 0.0311 | 8.474 |
| Recovery of CO2 flooding after D2O flooding |
10MPa | 15MPa | 20MPa | |||
| Current (%) |
Increase (%) |
Current (%) |
Increase (%) |
Current (%) |
Increase (%) |
|
| I类 | 19.57 | - | 43.95 | 24.37 | 70.39 | 26.44 |
| II类 | 30.91 | - | 64.33 | 33.42 | 79.46 | 15.13 |
| III类 | 22.12 | - | 37.69 | 15.56 | 75.84 | 38.16 |
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