In Situ-Prepared Nanocomposite for Water Management in High-Temperature Reservoirs
Abstract
:1. Introduction
2. Results and Discussion
2.1. Gelation Performance
2.2. Surface Modification
2.3. Enhancement Properties and Mechanisms
2.4. Application Performance
2.4.1. Aging Resistance
2.4.2. Practical Application
2.4.3. Gel Degradation
3. Conclusions
- (1)
- Gelation Performance Enhancement: Silica sol extended the gelation time to 72 h while significantly improving gel strength, attributed to the structured assemblies integrate into the polymer chain clusters and meshes. Both storage and loss modulus increased compared to silica-free gels, confirming mechanical reinforcement via hybrid organic–inorganic networks.
- (2)
- Thermal Stability and Water Retention: Bound water content rose from 22% (SS-free) to 36% in SS-modified gels, correlating with hydroxyl-mediated hydration layers on nanoparticle surfaces. The maximum tolerable temperature rose from 114 °C (0% SS) to 156 °C (6% SS), owing to stabilized water–polymer interactions and restricted chain mobility.
- (3)
- Strengthening Mechanism: A three-dimensional network architecture was observed, where silica aggregates form an interfacial interaction with polymer bundles, mechanically reinforcing the gel matrix. The synergistic interplay of hydrogen-bonded hydration layers and electrostatic interactions elevates the bound-water ratio, correlating with stronger hydrophilicity, superior water retention, and enhanced thermal resistance.
- (4)
- Field-Relevant Performance: The core permeability reduction of 92.4% post-gelation demonstrates effective pore throat sealing, critical for water management in fractured reservoirs. The synergistic network design enables controlled decomposition without secondary contamination, addressing environmental concerns in oilfield applications.
- (1)
- Further exploration of the hydrogel’s properties under different dehydration conditions to better understand the correlation between structural dehydration and network damage.
- (2)
- Investigation of ways to enhance the hydrogel’s stability and reversibility under varying environmental conditions.
- (3)
- Exploration of hydrogels’ potential applications in specific fields to validate their practical utility.
4. Materials and Methods
4.1. Materials
4.2. Method for Gel Preparation and Gel Degradation
4.2.1. Gel Preparation
4.2.2. Gel Degradation
4.3. Characterization
4.3.1. Measurement of the Gelation Time (GT) and Strength (GS)
4.3.2. Viscosity and Rheology Measurements
4.3.3. Scanning Electron Microscopy (SEM) Scanning
4.3.4. Calculation Methods
4.3.5. Differential Scanning Calorimetry (DSC) Measurement
4.3.6. Quartz Crystal Microbalance with Dissipation (QCM-D) Measurement
4.3.7. Contact Angle (CA) Measurement
4.3.8. Injectivity and Temporary Plugging Performance Evaluation
- (1)
- Initial water flooding: Brine solution was injected at 0.5 mL/min and 90 °C, with intermediate container 3 open and container 4 closed. Injection rates and nodal pressures (front/middle sections) were recorded until pressure stabilization.
- (2)
- Gel precursor injection: Container 3 was closed, and container 4 was opened to inject the gel precursor solution. Nodal pressures were monitored to assess flow resistance during precursor delivery.
- (3)
- Post-flooding evaluation: Brine solution was reinjected to measure residual injectivity, with pressure data collected until equilibrium.
4.3.9. Plugging Performance Evaluation
- (1)
- Baseline brine flooding: The brine-saturated core underwent brine injection (container 3 open, container 4 closed) until stable nodal pressures were achieved.
- (2)
- Gel formation: The gel precursor was injected, followed by a 3-day aging period to enable in situ cross-linking.
- (3)
- Post-treatment evaluation: Water flooding resumed until pressure stabilization, and the plugging rate (%) was calculated using the following equation [42]:
Supplementary Materials
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Yang, H.; Zhang, J.; Wang, Z.; Li, S.; Wei, Q.; He, Y.; Li, L.; Zhao, J.; Xu, C.; Zhang, Z. In Situ-Prepared Nanocomposite for Water Management in High-Temperature Reservoirs. Gels 2025, 11, 405. https://doi.org/10.3390/gels11060405
Yang H, Zhang J, Wang Z, Li S, Wei Q, He Y, Li L, Zhao J, Xu C, Zhang Z. In Situ-Prepared Nanocomposite for Water Management in High-Temperature Reservoirs. Gels. 2025; 11(6):405. https://doi.org/10.3390/gels11060405
Chicago/Turabian StyleYang, Hui, Jian Zhang, Zhiwei Wang, Shichao Li, Qiang Wei, Yunteng He, Luyao Li, Jiachang Zhao, Caihong Xu, and Zongbo Zhang. 2025. "In Situ-Prepared Nanocomposite for Water Management in High-Temperature Reservoirs" Gels 11, no. 6: 405. https://doi.org/10.3390/gels11060405
APA StyleYang, H., Zhang, J., Wang, Z., Li, S., Wei, Q., He, Y., Li, L., Zhao, J., Xu, C., & Zhang, Z. (2025). In Situ-Prepared Nanocomposite for Water Management in High-Temperature Reservoirs. Gels, 11(6), 405. https://doi.org/10.3390/gels11060405