Algebraic dynamic multilevel (ADM) method for fully implicit simulations of multiphase flow in porous media

被引:36
作者
Cusini, Matteo [1 ]
van Kruijsdijk, Cor [1 ,2 ]
Hajibeygi, Hadi [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Geosci & Engn, POB 5048, NL-2600 GA Delft, Netherlands
[2] Shell Rijswijk, POB 60, NL-2288 GS Rijswijk, Netherlands
关键词
Reservoir simulation; Fully implicit simulation; Dynamic local grid refinement; Multilevel multiscale methods; Multiscale basis functions; Algebraic multiscale method; ADAPTIVE MESH REFINEMENT; FINITE-VOLUME METHOD; MULTISCALE SOLVER; ELLIPTIC PROBLEMS; GRID REFINEMENT;
D O I
10.1016/j.jcp.2016.03.007
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents the development of an algebraic dynamic multilevel method (ADM) for fully implicit simulations of multiphase flow in homogeneous and heterogeneous porous media. Built on the fine-scale fully implicit (FIM) discrete system, ADM constructs a multilevel FIM system describing the coupled process on a dynamically defined grid of hierarchical nested topology. The multilevel adaptive resolution is determined at each time step on the basis of an error criterion. Once the grid resolution is established, ADM employs sequences of restriction and prolongation operators in order to map the FIM system across the considered resolutions. Several choices can be considered for prolongation (interpolation) operators, e.g., constant, bilinear and multiscale basis functions, all of which form partition of unity. The adaptive multilevel restriction operators, on the other hand, are constructed using a finite-volume scheme. This ensures mass conservation of the ADM solutions, and as such, the stability and accuracy of the simulations with multiphase transport. For several homogeneous and heterogeneous test cases, it is shown that ADM applies only a small fraction of the full FIM fine-scale grid cells in order to provide accurate solutions. The sensitivity of the solutions with respect to the employed fraction of grid cells (determined automatically based on the threshold value of the error criterion) is investigated for all test cases. ADM is a significant step forward in the application of dynamic local grid refinement methods, in the sense that it is algebraic, allows for systematic mapping across different scales, and applicable to heterogeneous test cases without any upscaling of fine-scale high resolution quantities. It also develops a novel multilevel multiscale method for FIM multiphase flow simulations in natural subsurface formations. (C) 2016 Elsevier Inc. All rights reserved.
引用
收藏
页码:60 / 79
页数:20
相关论文
共 39 条
[21]   A multiscale finite element method for elliptic problems in composite materials and porous media [J].
Hou, TY ;
Wu, XH .
JOURNAL OF COMPUTATIONAL PHYSICS, 1997, 134 (01) :169-189
[22]  
Jackson F.K.M.D., 2015, SPE RES SIM S 23 25
[23]   Adaptive fully implicit multi-scale finite-volume method for multi-phase flow and transport in heterogeneous porous media [J].
Jenny, P. ;
Lee, S. H. ;
Tchelepi, H. A. .
JOURNAL OF COMPUTATIONAL PHYSICS, 2006, 217 (02) :627-641
[24]   Multi-scale finite-volume method for elliptic problems in subsurface flow simulation [J].
Jenny, P ;
Lee, SH ;
Tchelepi, HA .
JOURNAL OF COMPUTATIONAL PHYSICS, 2003, 187 (01) :47-67
[25]  
Khan S. A., 1995, SPE RES SIM S 12 15
[26]   A Multilevel Multiscale Finite-Volume Method [J].
Kuenze, Rouven ;
Lunati, Ivan ;
Lee, Seong H. .
JOURNAL OF COMPUTATIONAL PHYSICS, 2013, 255 :502-520
[27]  
Nilsson J., 2005, SPE RES SIM S 31 JAN
[28]   A parallel second-order adaptive mesh algorithm for incompressible flow in porous media [J].
Pau, George S. H. ;
Almgren, Ann S. ;
Bell, John B. ;
Lijewski, Michael J. .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2009, 367 (1907) :4633-4654
[29]   An adaptive mesh refinement algorithm for compressible two-phase flow in porous media [J].
Pau, George Shu Heng ;
Bell, John B. ;
Almgren, Ann S. ;
Fagnan, Kirsten M. ;
Lijewski, Michael J. .
COMPUTATIONAL GEOSCIENCES, 2012, 16 (03) :577-592
[30]   INTERPRETATION OF WELL-BLOCK PRESSURES IN NUMERICAL RESERVOIR SIMULATION [J].
PEACEMAN, DW .
SOCIETY OF PETROLEUM ENGINEERS JOURNAL, 1978, 18 (03) :183-194