Damage Evaluation of Unconsolidated Sandstone Particle Migration Reservoir Based on Well–Seismic Combination
Abstract
:1. Introduction
2. Geological Background
3. Samples and Methodology
3.1. Experimental Samples
- The core was displaced with formation water. Then, the core was dried and the permeability () of the core was measured.
- The natural core was saturated with the simulated formation water and soaked for more than 24 h.
- The saturated natural core sample was placed into the core holder and the confining pressure was set to 2.0 MPa.
- Formation water was injected into the core at the following flow rates: 0.25 mL/min, 0.5 mL/min, 1 mL/min, 1.5 mL/min, 2 mL/min, 3 mL/min, 4 mL/min, 6 mL/min, 8 mL/min, 10 mL/min, or 12 mL/min.
- The core permeability (n = 1, 2, 3, 4…) was identified for different displacement velocities. The degree of permeability damage was calculated as shown in Equation (1).
3.2. Seismic Attribute Fusion
3.3. Deep Neural Network
3.3.1. Activation Functions
3.3.2. Adam Optimizer
3.3.3. Data Preparation
3.4. Reservoir Modeling
4. Results
4.1. Experimental Results
4.2. Optimization of Reservoir Characteristic Parameters
4.3. Neural Network Reservoir Characteristic Parameters
4.3.1. Optimization of Seismic Attributes
4.3.2. Seismic Attribute Fusion Based on Deep Learning
- Optimization of DNN hyperparameters
- 2.
- Seismic attribute fusion
- 3.
- Characterization of reservoir’s characteristic parameters
5. Discussion
5.1. Permeability Variation Characteristics of Different Reservoir Types
5.2. Seismic Attribute Fusion Body Distribution Characteristics
5.3. Correlating Reservoir Characteristic Parameters with Particle Migration
5.4. Prediction of Reservoir Damage Caused by Particle Migration
- (1)
- The rate of change in permeability exhibited significant planar heterogeneity. As the quality of the reservoir improved, the rate of permeability damage decreased. High–quality thick reservoirs typically contain a lower clay mineral content, a lower content of mobile particles, and a larger pore throat. These characteristics impart the reservoirs with a greater resistance to particle migration–induced damage.
- (2)
- As the flow velocity increased, the rate of permeability damage gradually intensified. As illustrated in Figure 17, even at a flow velocity as low as 2 m/d, certain regions exhibited a rate of permeability damage exceeding 50%.
- (3)
- Comparing the degree of damage of the reservoirs at different flow rates revealed substantial variation, particularly within the displacement velocity range of 10 m/d to 15 m/d. Therefore, according to the definition of the critical flow rate, the critical damage velocity was estimated to be between 6 m/d and 10 m/d.
5.5. The Effect of Particle Migration Reservoir Damage on Oil Well Production
6. Conclusions
- (1)
- The porosity, permeability, R35, and median grain size selected through data–mining methods effectively characterized the macroscopic and microscopic features of unconsolidated sandstone reservoirs.
- (2)
- Offshore oilfields often lack sufficient core data. This study combined machine learning with well–seismic methods, inputting well logging curves and core test information at the wells and utilizing the seismic attribute fusion constraints between wells to successfully characterize the distribution of the reservoir feature parameters (porosity, permeability, R35, and median grain size) in the region. This method enhances the effectiveness of predicting reservoir feature parameters in offshore oilfields with limited core data.
- (3)
- Unconsolidated sandstones are widely distributed in major oil–bearing regions in the world. This study compared the experimental results of other scholars and found that the permeability of unconsolidated sandstones would increase due to particle detachment. The core displacement experimental results indicated significant differences in permeability changes among different types of reservoirs after formation water displacement. The variation range for Type I reservoirs is 43% to 55%; for Type II reservoirs, it is 70% to 201%; and the change is most pronounced for Type III reservoirs, ranging from 222% to 410%. The critical flow velocity is estimated to be between 6 and 10 m/d.
- (4)
- Based on the experimental results, a quantitative relationship model between the permeability change rate induced by particle migration and the reservoir’s characteristic parameters (porosity, permeability, R35, and median grain size) was established. This model could quantitatively predict the permeability change rates in both vertical and horizontal planes at different flow rates within the region. Ultimately, the prediction results were successfully validated by the initial production performance of three horizontal wells, providing new scientific evidence for reservoir protection and oil–gas development.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Reservoir Classification | Porosity (%) | Permeability (mD) | Vsh 1 (%) | R35 2 (μm) |
---|---|---|---|---|
Type I | ≥25 | ≥800 | ≤15 | ≥10 |
Type II | 20~25 | 300~800 | 15~25 | 3~10 |
Type III | <20 | <300 | >25 | <3 |
Sample | Depth/m | Member | Reservoir Type | Poro./% | Perm./mD | Md/μm | R35/μm |
---|---|---|---|---|---|---|---|
2—009 | 1286.73 | L60 | I | 34.70 | 1772.65 | 224.73 | 20.66 |
2—028 | 1289.33 | L60 | I | 32.60 | 1357.52 | 201.55 | 19.12 |
3—038 | 1306.6 | L62 | I | 29.70 | 2539.08 | 356.94 | 11.24 |
4—029 | 1333.19 | L64 | I | 31.90 | 3118.01 | 479.35 | 15.06 |
5—002 | 1340.46 | L70 | III | 27.60 | 112.14 | 73.96 | 0.11 |
5—024 | 1344.54 | L70 | I | 34.50 | 3137.97 | 385.56 | 25.73 |
6—024 | 1378.94 | L76 | III | 28.90 | 331.23 | 90.71 | 0.41 |
7—024 | 1406.3 | L82 | III | 21.00 | 166.03 | 120.17 | 0.02 |
8—036 | 1450.42 | L88 | II | 26.60 | 537.90 | 238.38 | 5.70 |
9—038 | 1479.89 | L92 | II | 26.10 | 446.94 | 111.25 | 0.17 |
11—009 | 1621.36 | L112 | I | 32.50 | 1556.47 | 426.02 | 15.07 |
Method | Advantages | Disadvantages |
---|---|---|
RGB seismic attribute fusion | Although this method can overcome single attribute colors, it cannot highlight the shortcomings of regional anomalies. | This technology is only applicable to a few attributes for fusion and should be combined with data–mining methods. |
Clustering analysis of seismic attribute fusion | Suitable for classifying seismic attributes from large amounts of data. | Limited application conditions. |
Multiple linear regression seismic attribute fusion | Can overcome the limitations of single earthquake attributes. | Simple linear model with limited room for improvement of the coincidence rate. Has high requirements for the selection of attribute types. |
Seismic attribute fusion based on well data | Can make full use of logging data and assign weight coefficients to each seismic attribute to improve the prediction accuracy. | Weightings are difficult to determine, which will affect the final result. |
Neural network seismic attribute fusion | Can handle complex nonlinear data. Has a high prediction accuracy and a wide range of applications. | Seismic attributes need to be optimized using data–mining methods and the neural network model needs a large amount of training data. |
Activation Function | Expression |
---|---|
Linear | |
Sigmoid | |
Tanh | |
ReLu | |
Softplus |
Well | Porosity/% | Permeability/mD | R35/μm | Md/μm | Vsh/% |
---|---|---|---|---|---|
1 | 24.11 | 486.69 | 10.61 | 53.77 | 44.62 |
2 | 25.06 | 835.40 | 12.15 | 127.57 | 27.89 |
3 | 30.47 | 1366.58 | 15.26 | 135.89 | 21.62 |
4 | 32.35 | 1283.12 | 13.12 | 141.58 | 23.83 |
…… | |||||
40 wells (mean) | 25.93 | 680.45 | 11.12 | 88.85 | 35.27 |
Hyperparameter | Classification |
---|---|
Optimizer | SGD, Adam, RMSprop |
Neuron | [5,10,1], [5,10,5,1], [5,10,20,10,1] |
Hyperparameter | Classification |
---|---|
Optimizer type | Adam |
Number of neurons | [5,10,5,1] |
Learning rate | 0.01 |
Flow Velocity (m/d) | Linear Fitting Formula | R2 |
---|---|---|
2 | y = −92.07 × + 0.76 × + 45.97 × + 2652.33 × − 341.93 | 0.83 |
6 | y = −24.74 × + 0.24 × − 430.30 × − 317.66 × + 230.35 | 0.94 |
10 | y = 70.34 × − 0.57 × + 9.28 × − 2111.87 × + 233.13 | 0.82 |
15 | y = −7.00 × + 0.12 × − 309.39 × − 1732.94 × + 524.79 | 0.80 |
20 | y = 21.94 × − 0.19 × + 187.15 × − 1793.72 × + 398.79 | 0.83 |
25 | y = 27.76 × − 0.28 × + 194.86 × − 2017.01 × + 504.00 | 0.80 |
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Wang, Z.; Yin, H.; Tang, H.; Hou, Y.; Yu, H.; Liu, Q.; Tang, H.; Jia, T. Damage Evaluation of Unconsolidated Sandstone Particle Migration Reservoir Based on Well–Seismic Combination. Processes 2024, 12, 2009. https://doi.org/10.3390/pr12092009
Wang Z, Yin H, Tang H, Hou Y, Yu H, Liu Q, Tang H, Jia T. Damage Evaluation of Unconsolidated Sandstone Particle Migration Reservoir Based on Well–Seismic Combination. Processes. 2024; 12(9):2009. https://doi.org/10.3390/pr12092009
Chicago/Turabian StyleWang, Zhao, Hanjun Yin, Haoxuan Tang, Yawei Hou, Hang Yu, Qiang Liu, Hongming Tang, and Tianze Jia. 2024. "Damage Evaluation of Unconsolidated Sandstone Particle Migration Reservoir Based on Well–Seismic Combination" Processes 12, no. 9: 2009. https://doi.org/10.3390/pr12092009
APA StyleWang, Z., Yin, H., Tang, H., Hou, Y., Yu, H., Liu, Q., Tang, H., & Jia, T. (2024). Damage Evaluation of Unconsolidated Sandstone Particle Migration Reservoir Based on Well–Seismic Combination. Processes, 12(9), 2009. https://doi.org/10.3390/pr12092009