A physics-based data-driven simulation method for water flooding in heterogeneous reservoirs with large pores

Traditional grid-based reservoir numerical simulation methods face challenges, including low computational efficiency and poor convergence, when applied to full-field reservoir models. To address these limitations, data-driven and physics-based surrogate models have been developed as viable alternatives. Among these, physics-based flow network models that incorporate seepage mechanisms have demonstrated significant improvements in computational performance. However, existing flow network models often neglect critical dynamic factors, particularly in strongly heterogeneous reservoirs with large pores. Specifically, the time-varying physical properties of reservoir rocks and fluids, as well as the high-speed nonlinear seepage behavior in large pores during long-term water flooding, are not adequately considered, leading to limitations and inaccuracies in predictions. The study proposes an enhanced flow network model that integrates time-varying permeability, relative permeability, and viscosity relationships derived from long-term water-flooding experiments. Additionally, the model accounts for high-speed nonlinear flow in large pores (thief zones) using the Forchheimer equation, while maintaining Darcy flow in small pores. The reservoir is discretized into one-dimensional flow units with nodal-based pressure and saturation solutions computed using the Buckley–Leverett theory and Newtonian iteration. Furthermore, a Bayesian framework-based objective function is established for historical data assimilation, and the Simultaneous Perturbation Stochastic Approximation algorithm is employed to automate the history matching process. This approach enables the dynamic correction of key parameters, including permeability, relative permeability endpoints, and the non-Darcy flow coefficient. The results demonstrate that the proposed model effectively captures the spatial distribution and temporal evolution of reservoir properties and fluid dynamics under long-term water flooding. The model exhibits superior convergence in history matching compared to conventional methods while achieving a 20-fold improvement in computational efficiency over traditional full-scale grid-based simulations. This advancement provides a more robust and efficient tool for reservoir performance prediction and optimization in highly heterogeneous reservoirs.

Authors

Institutions

Publication Details

Journal
Physics of Fluids
Published
2025-08-01
DOI
https://doi.org/10.1063/5.0274550
Citations
1
Primary Topic
Reservoir Engineering and Simulation Methods
Type
article
Field-Weighted Citation Impact
1.15

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

A physics-based data-driven simulation method for water flooding in heterogeneous reservoirs with large pores

Bo-Ying Li, Xinwei Liao
1 citations
Physics of Fluids
Reservoir Engineering and Simulation Methods
1.15
article

A physics-based data-driven simulation method for water flooding in heterogeneous reservoirs with large pores

Bo-Ying Li, Xinwei Liao
article en
1 citations

Abstract

Traditional grid-based reservoir numerical simulation methods face challenges, including low computational efficiency and poor convergence, when applied to full-field reservoir models. To address these limitations, data-driven and physics-based surrogate models have been developed as viable alternatives. Among these, physics-based flow network models that incorporate seepage mechanisms have demonstrated significant improvements in computational performance. However, existing flow network models often neglect critical dynamic factors, particularly in strongly heterogeneous reservoirs with large pores. Specifically, the time-varying physical properties of reservoir rocks and fluids, as well as the high-speed nonlinear seepage behavior in large pores during long-term water flooding, are not adequately considered, leading to limitations and inaccuracies in predictions. The study proposes an enhanced flow network model that integrates time-varying permeability, relative permeability, and viscosity relationships derived from long-term water-flooding experiments. Additionally, the model accounts for high-speed nonlinear flow in large pores (thief zones) using the Forchheimer equation, while maintaining Darcy flow in small pores. The reservoir is discretized into one-dimensional flow units with nodal-based pressure and saturation solutions computed using the Buckley–Leverett theory and Newtonian iteration. Furthermore, a Bayesian framework-based objective function is established for historical data assimilation, and the Simultaneous Perturbation Stochastic Approximation algorithm is employed to automate the history matching process. This approach enables the dynamic correction of key parameters, including permeability, relative permeability endpoints, and the non-Darcy flow coefficient. The results demonstrate that the proposed model effectively captures the spatial distribution and temporal evolution of reservoir properties and fluid dynamics under long-term water flooding. The model exhibits superior convergence in history matching compared to conventional methods while achieving a 20-fold improvement in computational efficiency over traditional full-scale grid-based simulations. This advancement provides a more robust and efficient tool for reservoir performance prediction and optimization in highly heterogeneous reservoirs.

Physics of FluidsVol. 37(8)
China University of Petroleum, Beijing (CN)
National Natural Science Foundation of China-China Academy of General Technology Joint Fund for Basic Research
Openalex Percentile: Top 20%
Reservoir Engineering and Simulation Methods
1.15
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.