Pore-Scale Gas–Water Two-Phase Flow Mechanisms for Underground Hydrogen Storage: A Mini Review of Theory, Experiment, and Simulation
Abstract
1. Introduction
2. Acquisition and Characterization of Pore Structure
2.1. Mercury Intrusion Porosimetry
2.2. Nitrogen Adsorption
2.3. Nuclear Magnetic Resonance
2.4. Thin Section
2.5. SEM
2.6. CT Scanning
3. Theoretical Model of Fluid Flow in Porous Media
4. Pore-Scale Visualized Experiments for Two-Phase Flow
4.1. Microfluidic-Based Visualized Experiment
4.2. NMR-Based Visualized Experiment
4.3. CT-Based Visualized Experiment
5. Comparison of Interface Tracking Methods in Pore-Scale Two-Phase Flow Simulation
6. Conclusions and Prospects
- (1)
- Accurate characterization of the pore structure in porous media is essential for predicting rock properties and fluid transport behavior. Various testing methods offer qualitative, semi-quantitative, or quantitative insights into the micro-pore structure, but each has limitations. A multi-technique integrated approach is crucial for a more comprehensive and precise analysis of rock properties and fluid flow within porous media.
- (2)
- Microscopic seepage experiments using visualization methods provide insights into fluid flow and pore-scale mechanics. Micro-seepage models quantify gas–water two-phase flow, optimizing conditions for improved production. These models aid in studying complex flow phenomena and, combined with 3D simulations, enhance understanding of reservoir seepage patterns and recovery factor research.
- (3)
- Recent advances in digital core technology and computational fluid dynamics have improved pore-scale two-phase flow simulations. Eulerian methods like VOF, level set, and phase field track phase interfaces but face challenges in mass conservation and accuracy. Integrating Eulerian and Lagrangian methods and enhancing computational efficiency will benefit applications in oil recovery, carbon sequestration, and hydrogen storage.
Author Contributions
Funding
Conflicts of Interest
References
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Citation | Main Concerns | Research Directions |
---|---|---|
Rana et al., 2024 [13]; Leng et al., 2025 [11] | Suitable reservoir types | Screening and evaluation of geological structures for hydrogen storage |
Zeng et al., 2023 [14]; Bensing et al., 2022 [15] | Geological requirements | |
Thiyagarajan et al., 2022 [16]; Bhadariya et al., 2024 [17] | Microbial activity | Interactions between hydrogen and subsurface environments |
Kalam et al., 2023 [18]; Gbadamosi et al., 2023 [19] | Rock–fluid reactions | |
Juez-Larre et al., 2023 [20]; Lubon et al., 2023 [21] | Injection and withdrawal processes | Engineering technologies and operational optimization |
Song et al., 2024 [22]; Alfarge et al., 2025 [23] | Safety and risk management |
Numerical Methods for Multiphase Flow | Formula | Scope/Characteristics |
---|---|---|
VOF Method Zhu et al., 2023 [82]; Wang et al., 2022 [83] | where p represents the pressure; g represents the acceleration due to gravity; ρ represents the density; denotes the velocity vector of the fluid; μ denotes the dynamic viscosity of the fluid; describes the Laplace pressure acting at the interface; The volume fraction of the water phase is aw. α is represents flow volume; uc is represents compress velocity. | It is applicable to immiscible multiphase flow interfaces with very distinct phase boundaries. However, the VOF (volume of fluid) function is a discontinuous function at the phase interface, leading to poor continuity. |
Phase Field Method (Using the Cahn-Hilliard equation) Safari et al., 2024 [80] | where φ represents the phase field variable in different regions, which varies between −1 and 1, ψ represents the chemical potential, also known as the phase field auxiliary variable, ε is the control parameter for the thickness of the two-phase interface, and γ denotes the migration regulation parameter; u is the velocity. | It is suitable for studying the wettability and two-phase seepage mechanisms in porous structures with complex pore throat geometry, as it can accurately capture the interface; however, it is unable to maintain mass conservation. |
Level Set Liu et al., 2025 [79] | where ∂φ/∂t represents the accumulation term with respect to time; u∙∇φ represents the advection term, where u denotes the velocity; when the fluid is compressible, the velocity divergence is not zero, in which case the advection term is ∇(uφ); γ is the reinitialization parameter; ε is the interface thickness control parameter. | It is suitable for tracking free interfaces in complex fluids, with good continuity at the phase interface, but it cannot quantitatively satisfy mass conservation. |
VOSET Equation Ling et al., 2019 [84] | where ф is the symbol for the distance function; p is pressure, in Pa; p(ф) and u(ф) refer to the gas–liquid mixture density and the mixture viscosity; u is the velocity; g represents the acceleration due to gravity. | Coupling the VOF and LS methods, and using a geometric interface front construction approach to build the phase interface. |
PNM Method Cai et al., 2022 [85] | where j refers to all pores connected to pore i; qij is the flow rate between pore i and pore j; gij is the conductivity of the throat connecting pore i and pore j; Pi and Pj are the pressures at pore i and pore j; k is the permeability of the pore network model; p is the applied pressure gradient between the inlet and outlet of the model; L is the length of the model in the flow direction. | Two-phase flow processes can be simulated by constructing models that incorporate parameters such as the distribution, size, and aspect ratio of pores and throats. Analyzing how these parameters evolve during the flow process can predict flow patterns in porous media. |
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He, X.; Wang, Y.; Zheng, Y.; Zhang, W.; Dai, Y.; Zou, H. Pore-Scale Gas–Water Two-Phase Flow Mechanisms for Underground Hydrogen Storage: A Mini Review of Theory, Experiment, and Simulation. Appl. Sci. 2025, 15, 5657. https://doi.org/10.3390/app15105657
He X, Wang Y, Zheng Y, Zhang W, Dai Y, Zou H. Pore-Scale Gas–Water Two-Phase Flow Mechanisms for Underground Hydrogen Storage: A Mini Review of Theory, Experiment, and Simulation. Applied Sciences. 2025; 15(10):5657. https://doi.org/10.3390/app15105657
Chicago/Turabian StyleHe, Xiao, Yao Wang, Yuanshu Zheng, Wenjie Zhang, Yonglin Dai, and Hao Zou. 2025. "Pore-Scale Gas–Water Two-Phase Flow Mechanisms for Underground Hydrogen Storage: A Mini Review of Theory, Experiment, and Simulation" Applied Sciences 15, no. 10: 5657. https://doi.org/10.3390/app15105657
APA StyleHe, X., Wang, Y., Zheng, Y., Zhang, W., Dai, Y., & Zou, H. (2025). Pore-Scale Gas–Water Two-Phase Flow Mechanisms for Underground Hydrogen Storage: A Mini Review of Theory, Experiment, and Simulation. Applied Sciences, 15(10), 5657. https://doi.org/10.3390/app15105657