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A Multiscale Deep Learning Model for Fractured Porous Media
ZHANG Qingfu, YAO Jun, HUANG Zhaoqin, LI Yang, WANG Yueying
CHINESE JOURNAL OF COMPUTATIONAL PHYSICS 2019, 36 (
6
): 665-672. DOI:
10.19596/j.cnki.1001-246x.7962
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404
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A multiscale deep learning model is proposed for fluid flow in porous media. The method is formulated on hierarchical grid system, that is, a coarse grid and a fine grid. Deep learning network is used to train data on the coarse gird. Source term and permeability field is treated as input parameter and coarse-scale solution is treated as output parameter. We construct multiscale basis functions by solving local flow problems within coarse gridcells. Heterogeneity and interactions between matrix and fracture are captured by basis functions. Oversampling technique is applied to get more accurate small-scale details. Numerical experiments show that the multiscale deep learning model is promising for flow simulation in heterogeneous and fractured porous media.
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Non-Darcy Flow Simulation of Oil-Water Phase in Low Permeability Reservoirs Based on Mimetic Finite Difference Method
HUANG Tao, HUANG Zhaoqin, ZHANG Jianguang, YAO Jun
CHINESE JOURNAL OF COMPUTATIONAL PHYSICS 2016, 33 (
6
): 707-716.
Abstract
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382
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3
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Mimetic finite difference (MFD) method was applied to numerical simulation of non-Darcy flow in low permeability reservoirs. Principle of MFD method was described in details. And corresponding numerical formula of the non-Darcy flow model was developed. An IMPES scheme was used for solution of two-phase flow simulation. Several numerical examples are presented to demonstrate efficiency and applicability of the scheme.
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Numerical Simulation of Water Flooding Development in Low Permeability Reservoirs with a Discrete Fracture Model
SUN Jingjing, HUANG Zhaoqin, YAO Jun, LI Aifen, WANG Daigang
CHINESE JOURNAL OF COMPUTATIONAL PHYSICS 2015, 32 (
2
): 177-185. DOI:
TE319
Abstract
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330
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579
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A discrete fracture model is used to simulate water flooding in low permeability reservoirs considering nonlinear flow characteristic of matrix system.At first,we reduce dimension of fractures and propose a mathematical model.On this basis,unstructured grid and control volume finite difference method are applied to numerical computation considering complex geometry of fractures.Accuracy of simulator is validated through a simple example.At last,two water-injection tests are performed to analyze effect of different non-Darcy flow models.
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Numerical Simulation of Nonlinear Flow in Heterogeneous and Low-permeability Reservoirs
YAO Jun, HUANG Tao, HUANG Zhaoqin
CHINESE JOURNAL OF COMPUTATIONAL PHYSICS 2014, 31 (
5
): 552-558.
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316
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1091
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A numerical method is developed to model nonlinear flow in heterogeneous and low-permeability reservoirs. In order to obtain pressure gradient of each gridcells precisely,we introduced two sets of physical quantities,cell face pressures and surface efflux for each gridcell. Principle of the method is elaborated based on single-phase fluid flow problem. Several numerical examples are presented to demonstrate efficiency and applicability of the scheme.
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Locally Conservative Galerkin Numerical Simulation for Two-phase Flow in Porous Media
ZHANG Na, YAO Jun, HUANG Zhaoqin, WANG Yueying
CHINESE JOURNAL OF COMPUTATIONAL PHYSICS 2013, 30 (
5
): 667-674.
Abstract
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362
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A locally conservative Galerkin (LCG) finite element method is proposed for two-phase flow simulations in heterogeneous porous media. The main idea of it is to use property of local conservation at steady state conditions to define a numerical flux at element boundaries. It provides a way to apply standard Ga/erkin finite element method in two-phase flow simulations in porous media. LCG method has all advantages of standard finite element method while explicitly conserving fluxes over each element. Several problems are solved to demonstrate accuracy of the method. All examples show that the formulation is accurate and robust, while CPU time is significantly less than mixed finite element method.
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Numerical Simulation on Water Flooding Development of Fractured Reservoirs in a Discrete-fracture Model
HUANG Zhaoqin, YAO Jun, WANG Yueying, LV Xinrui
CHINESE JOURNAL OF COMPUTATIONAL PHYSICS 2011, 28 (
1
): 41-49.
Abstract
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466
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With equivalent concept of single fracture,a discrete-fracture model is developed,in which macroscopic fractures are described explicitly as(
n
-1) dimensional geometry elements.This simple step greatly improves efficiency of numerical simulation.The model can really reflect impact of fractures on fluid flow through fractured reservoirs simultaneously.A fully coupling discrete-fracture mathematical model is implemented using Galerkin finite element method.Validity and accuracy of the model and numerical algorithm are demonstrated through several examples.Effect of fractures on water flooding in fractured reservoirs is investigated.It demonstrates that the discrete-fracture model is valid for fractured reservoirs,especially for those reservoirs in which macroscopic fractures exist.
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Finite Element Simulation of Heterogeneous Reservoir with Full Permeability Tensor
LI Yajun, YAO Jun, HUANG Zhaoqin, ZHANG Kai
CHINESE JOURNAL OF COMPUTATIONAL PHYSICS 2010, 27 (
5
): 692-698.
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334
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Mathematical model with full tensorial permeability and mixed boundaries is presented to simulate single phase flow in heterogeneous reservoirs.A finite element method based on variational principle is proposed to solve the model.Fluid flows in homogeneous and heterogeneous reservoirs are simulated.It demonstrates that the finite element method is reliable and precise in determining flow behavior in heterogeneous reservoirs.It provides an important theoretical basis for detailed reservoir numerical simulation.
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