Introduction to Aspects of Multiscale Modeling as Applied to Porous Media
|
|
- Philip Henry Tate
- 5 years ago
- Views:
Transcription
1 Introduction to Aspects of Multiscale Modeling as Applied to Porous Media Part II Todd Arbogast Department of Mathematics and Center for Subsurface Modeling, Institute for Computational Engineering and Sciences (ICES) The University of Texas at Austin
2 A Multiscale System: Natural Porous Media
3 Scaling and Multi-Scale Phenomena Complex physical phenomena almost always occur on widely varying scales. A continuing challenge in mathematical and computational modeling is to handle all the relevant scales properly. Fine scale effects can and often do have a profound influence on coarser scales, so it is imperative to express each modeled phenomenon appropriately on the scale of interest, and to properly account for their interactions. Examples: Porous media Composite materials Crystallography/phase transformations Atmospheric modeling Turbulence in free fluids Chaotic systems
4 A Multitude of Scales Fault Rock Facies ( 3 m) ( 3 m) Fracture ( 4 m) Rock Facies Shale ( m) ( 3 m) Vugs ( m) Aquifer or petroleum reservoir ( 3 4 m) Rock Grains and Voids ( m) Problem: Features on the scale of affect behavior on scales of 4. We have a scale range of 9! Computational limitations prevent us from resolving -scale features over 4 -scale distances (in 3-D).
5 Millimeter-Scale Natural Heterogeneity in Permeability K Arco thin slice data, mm scale (ranges by a factor of 4)
6 Meter-Scale Natural Heterogeneity in Permeability K Log X Permeability of Lawyer Canyon Log Z Permeability of Lawyer Canyon Lawyer Canyon data, meter scale (ranges by a factor of 6 ) Problem: Fine-scale variation in K (the permeability) leads to fine-scale variation in the solution (u, p).
7 The Problem of Scale Suppose K varies on the scale ǫ. Then p = O(ǫ ) and D k p = O(ǫ k ) Typical error estimates. From polynomial approximation theory, the best approximation on a finite element partition T h is inf p q C p k h k C q P k (T h ) ( ) k h If h > ǫ, this is not small! To resolve p, we need a spatial discretization h < ǫ. That is, we must resolve K in some way! ǫ
8 The Brute Force Approach The computational load is excessive for a fully resolved h < ǫ and fully coupled system. Small size: 3 3 m Permeability accurate to m (perhaps) = 8 resolution needed. About chemical species in 3 phases At least realizations for uncertainty quantification At least 3 time steps for 4 years simulation = 6 times 8 resolution needed. Conclusion. We must solve the system as fast as possible! Remark. There are additional fine-scale features that we would like to resolve if it were possible. Merely waiting for computer technology to improve will not solve the problem!
9 Volume Averaging
10 Effective Properties We want to solve the problem on a coarse grid. Upscaling: The system is represented on a larger scale by defining average or effective or macroscopic parameters in place of the true parameters (in our case, K). Naive averaging: Consider -D. Select ǫ > as an averaging window, define the averages ū(x) = ǫ p(x) = ǫ x+ǫ/ x ǫ/ x+ǫ/ x ǫ/ u(ξ) dξ f(x) p(ξ) dξ k(x) = ǫ = ǫ and upscale the micromodel to the macromodel { u = kp u = f = ū = ǫ ū = f x+ǫ/ x ǫ/ x+ǫ/ x ǫ/ x+ǫ/ Fundamental problem in upscaling: Nonlinearities: average of f(x) f(average of x) f(ξ) dξ k(ξ) dξ x ǫ/ kp? = k p
11 Simple Averaging of the Data Replace K by some local average K, which varies on a larger scale, so the coarse grid solution is accurate k(x) = ǫ The macromodel: x+ǫ/ x ǫ/ ū = k p ū = f ū ν = k(ξ) dξ in Ω in Ω on Ω The questions are: Is this the right way to average k? Is (ū, p) (u, p)? That is, is k p k p?
12 What is the correct average? Arithmetic averaging: K = n Harmonic averaging: K = Simple Averaging of the Data ( n n i= n i= K i. K i ). The reciprocal of the average of the reciprocals. Emphasizes the small values. Something else? What?
13 Simple Averaging of the Data 3 Consider a small -D problem. Log-permeability and local averages: Computed pressure: arithmetic average 8 8 harmonic average Question: Which average is better? What is the correct average?
14 -D Solution along Layers p = k k p = Let k take on values as above, and consider the problem u =, < x <, < y < u = k p p(, y) = and p(, y) = The solution is p(x, y) = x, u =, and u (x, y) = The average flux is ū = k = (k + k )/. k, y >. k, y <. Equivalent Solution: p and ū solve the same problem with k in place of k. The arithmetic average is therefore the correct average along layers!
15 -D Solution across Layers p = k k p = Let k take on values as above, and consider the problem The solution is p(x, y) = u =, < x <, < y < u = k p p(, y) = and p(, y) = x k/k, x <. ( x) k/k, x >., u =, and u (x, y) = k, where k = /(/k + /k ) is the harmonic average. The average flow is fixed ū = k. Equivalent Solution: p = x and ū solve the same problem with k in place of k. The harmonic average is therefore the correct average across layers!
16 Microscale Averaging of the Solution Over a small region (which will become a grid element), solve the problem of unit flow in each direction. p = p = h Compute the average velocity ū in the direction of flow, ū = u dy = u dy, right face left face and define k by u = k p: ū = k (/h) = k = hū. Do this for both directions. Remark: This is a computer simulation of Darcy s original experiment!
17 We get a tensor for k: Microscale Averaging of the Solution Question: Why is k diagonal? k = ( k k Closure assumption: To get the local solution, we imposed a unit pressure drop in a certain direction. That is, we imposed boundary conditions, which are not seen in the true flow. We call this assumption a closure assumption. It is the source of our upscaling error. )
18 Microscale Averaging of the Solution 3 In our small -D problem, we obtain the following. Log-permeability and x and y local averages: Computed pressure: computed average 8 8 harmonic average Relative errors: Arithmetic.43, Harmonic.4, Computational.8.
19 Anisotropy Locally the medium is isotropic (i.e., the same in all directions). However, k should be a full tensor! That is, k is anisotropic. k = ( k k k k ) Remark: It is not so easy to quantify this anisotropy computationally. What BCs should we impose?
Introduction to Aspects of Multiscale Modeling as Applied to Porous Media
Introduction to Aspects of Multiscale Modeling as Applied to Porous Media Part III Todd Arbogast Department of Mathematics and Center for Subsurface Modeling, Institute for Computational Engineering and
More informationIntroduction to Aspects of Multiscale Modeling as Applied to Porous Media
Introduction to Aspects of Multiscale Modeling as Applied to Porous Media Part IV Todd Arbogast Department of Mathematics and Center for Subsurface Modeling, Institute for Computational Engineering and
More informationRATE OF FLUID FLOW THROUGH POROUS MEDIA
RATE OF FLUID FLOW THROUGH POROUS MEDIA Submitted by Xu Ming Xin Kiong Min Yi Kimberly Yip Juen Chen Nicole A project presented to the Singapore Mathematical Society Essay Competition 2013 1 Abstract Fluid
More informationModeling two-phase flow in strongly heterogeneous porous media
Presented at the COMSOL Conference 2010 China COMSOL 2010 I«^rc Modeling two-phase flow in strongly heterogeneous porous media Zhaoqin Huang Research Center for Oil & Gas Flow in Reservoir, School of Petroleum
More informationMultiscale Computation for Incompressible Flow and Transport Problems
Multiscale Computation for Incompressible Flow and Transport Problems Thomas Y. Hou Applied Mathematics, Caltech Collaborators: Y. Efenidev (TAMU), V. Ginting (Colorado), T. Strinopolous (Caltech), Danping
More informationUpscaling non-darcy flow
Transport in Porous Media manuscript No. (will be inserted by the editor) Upscaling non-darcy flow C.R. Garibotti M.Peszyńska Received: date / Accepted: date Abstract We consider upscaling of non-darcy
More informationParallel Simulation of Subsurface Fluid Flow
Parallel Simulation of Subsurface Fluid Flow Scientific Achievement A new mortar domain decomposition method was devised to compute accurate velocities of underground fluids efficiently using massively
More informationHydraulic properties of porous media
PART 5 Hydraulic properties of porous media Porosity Definition: Void space: n V void /V total total porosity e V void /V solid Primary porosity - between grains Secondary porosity - fracture or solution
More informationMixed Multiscale Methods for Heterogeneous Elliptic Problems
Mixed Multiscale Methods for Heterogeneous Elliptic Problems Todd Arbogast Abstract We consider a second order elliptic problem written in mixed form, i.e., as a system of two first order equations. Such
More informationA SHORT NOTE ON PERMEABILITY ANISOTROPY IN HETEROGENEOUS POROUS MEDIA
A SHORT NOTE ON PERMEABLTY ANSOTROPY N HETEROGENEOUS POROUS MEDA by Xiaomin Zhao and M. Nafi Toksoz Earth Resources Laboratory Department of Earth, Atmospheric, and Planetary Sciences Massachusetts nstitute
More informationStorage 4 - Modeling for CO 2 Storage. Professor John Kaldi Chief Scientist, CO2CRC Australian School of Petroleum, University of Adelaide, Australia
Storage 4 - Modeling for CO 2 Storage Professor John Kaldi Chief Scientist, CO2CRC Australian School of Petroleum, University of Adelaide, Australia 1 Modelling 2 On Models. All models are wrong. some
More informationAn Immersed Boundary Method for Computing Anisotropic Permeability of Structured Porous Media
An Immersed Boundary Method for Computing Anisotropic Permeability of Structured Porous Media D.J. Lopez Penha a, B.J. Geurts a, S. Stolz a,b, M. Nordlund b a Dept. of Applied Mathematics, University of
More informationFlow-based Upscaling of Reservoir Models
Flow-based Upscaling of Reservoir Models Knut Andreas Lie Department of Mathematics and Cybernetics, SINTEF Digital/ Department of Mathematical Sciences, NTNU, Norway Multiscale Methods Summer School June
More informationOn some numerical convergence studies of mixed finite element methods for flow in porous media
On some numerical convergence studies of mixed finite element methods for flow in porous media Gergina Pencheva Abstract We consider an expanded mixed finite element method for solving second-order elliptic
More informationNumerical Simulation of Flows in Highly Heterogeneous Porous Media
Numerical Simulation of Flows in Highly Heterogeneous Porous Media R. Lazarov, Y. Efendiev, J. Galvis, K. Shi, J. Willems The Second International Conference on Engineering and Computational Mathematics
More informationModeling Reactive Flows in Porous Media
Modeling Reactive Flows in Porous Media Peter Lichtner (lead PI), Los Alamos National Laboratory Glenn Hammond, Pacific Northwest National Laboratory Richard Tran Mills, Oak Ridge National Laboratory NCCS
More informationFractional Transport Models for Shale Gas in Tight Porous Media
Engineering Conferences International ECI Digital Archives Sixth International Conference on Porous Media and Its Applications in Science, Engineering and Industry Proceedings 7-5-2016 Fractional Transport
More informationProject Description: MODELING FLOW IN VUGGY MEDIA. Todd Arbogast, Mathematics
Project Description: MODELING FLOW IN VUGGY MEDIA Todd Arbogast, Mathematics Steve Bryant, Petroleum & Geosystems Engineering Jim Jennings, Bureau of Economic Geology Charlie Kerans, Bureau of Economic
More informationTENSOR RELATIVE PERMEABILITIES: ORIGINS, MODELING AND NUMERICAL DISCRETIZATION
INTERNATIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 9, Number 3, Pages 701 724 c 2012 Institute for Scientific Computing and Information TENSOR RELATIVE PERMEABILITIES: ORIGINS, MODELING AND
More informationStorage 6 - Modeling for CO 2 Storage. Professor John Kaldi Chief Scientist, CO2CRC Australian School of Petroleum, University of Adelaide, Australia
Storage 6 - Modeling for CO 2 Storage Professor John Kaldi Chief Scientist, CO2CRC Australian School of Petroleum, University of Adelaide, Australia Regina, Sask., Canada, 17-22 July, 2016 Modeling 2 What
More informationModeling of 1D Anomalous Diffusion In Fractured Nanoporous Media
LowPerm2015 Colorado School of Mines Low Permeability Media and Nanoporous Materials from Characterisation to Modelling: Can We Do It Better? IFPEN / Rueil-Malmaison - 9-11 June 2015 CSM Modeling of 1D
More informationMultiscale Finite Element Methods. Theory and
Yalchin Efendiev and Thomas Y. Hou Multiscale Finite Element Methods. Theory and Applications. Multiscale Finite Element Methods. Theory and Applications. October 14, 2008 Springer Dedicated to my parents,
More informationOutline: 1 Motivation: Domain Decomposition Method 2 3 4
Multiscale Basis Functions for Iterative Domain Decomposition Procedures A. Francisco 1, V. Ginting 2, F. Pereira 3 and J. Rigelo 2 1 Department Mechanical Engineering Federal Fluminense University, Volta
More informationPhysical and Computational Domain Decompositions for Modeling Subsurface Flows
Contemporary Mathematics Physical and Computational Domain Decompositions for Modeling Subsurface Flows Mary F. Wheeler and Ivan Yotov 1. Introduction Modeling of multiphase flow in permeable media plays
More informationICES REPORT A Multilevel-WENO Technique for Solving Nonlinear Conservation Laws
ICES REPORT 7- August 7 A Multilevel-WENO Technique for Solving Nonlinear Conservation Laws by Todd Arbogast, Chieh-Sen Huang, and Xikai Zhao The Institute for Computational Engineering and Sciences The
More informationCalculation of Permeability Tensors for Unstructured Grid Blocks
Calculation of Permeability Tensors for Unstructured Grid Blocs R. M. Hassanpour, O. Leuangthong and C.V. Deutsch Centre for Computational Geostatistics Department of Civil and Environmental Engineering
More informationReservoir Simulator Practical
Reservoir Simulator Practical Course Notes 2012 Philipp Lang IZR Room 403 Tel 3004 philipp.lang@unileoben.ac.at for further information please refer to the accompanying document Info Sheet & Course Logistics
More informationA MATRIX ANALYSIS OF OPERATOR-BASED UPSCALING FOR THE WAVE EQUATION
SIAM J. NUMER. ANAL. Vol. 44, No. 2, pp. 586 62 c 2006 Society for Industrial and Applied Mathematics A MATRIX ANALYSIS OF OPERATOR-BASED UPSCALING FOR THE WAVE EQUATION OKSANA KOROSTYSHEVSKAYA AND SUSAN
More informationIntroduction to Turbulence and Turbulence Modeling
Introduction to Turbulence and Turbulence Modeling Part I Venkat Raman The University of Texas at Austin Lecture notes based on the book Turbulent Flows by S. B. Pope Turbulent Flows Turbulent flows Commonly
More informationTexas at Austin 2 Nazarbayev University. January 15, 2019
Recovery of the Interface Velocity for the Incompressible Flow in Enhanced Velocity Mixed Finite Element Method arxiv:1901.04401v1 [math.na] 14 Jan 2019 Yerlan Amanbek 1,2, Gurpreet Singh 1, and Mary F.
More informationAcoustics in Porous Media.
Acoustics in Porous Media. JUAN E. SANTOS work in collaboration with J. M. Carcione, S. Picotti, P. M. Gauzellino and R. Martinez Corredor. Department of Mathematics, Purdue University, W. Lafayette, Indiana,
More informationAssessment of Hydraulic Conductivity Upscaling Techniques and. Associated Uncertainty
CMWRXVI Assessment of Hydraulic Conductivity Upscaling Techniques and Associated Uncertainty FARAG BOTROS,, 4, AHMED HASSAN 3, 4, AND GREG POHLL Division of Hydrologic Sciences, University of Nevada, Reno
More information1 Modeling Immiscible Fluid Flow in Porous Media
Excerpts from the Habilitation Thesis of Peter Bastian. For references as well as the full text, see http://cox.iwr.uni-heidelberg.de/people/peter/pdf/bastian_habilitationthesis.pdf. Used with permission.
More informationOperator Upscaling for the Wave Equation
Operator Upscaling for the Wave Equation Tetyana Vdovina Susan E. Minkoff UMBC), Oksana Korostyshevskaya Department of Computational and Applied Mathematics Rice University, Houston TX vdovina@caam.rice.edu
More informationWhere does the proppant go? Examining the application of electromagnetic methods for hydraulic fracture characterization
Where does the proppant go? Examining the application of electromagnetic methods for hydraulic fracture characterization Lindsey J. Heagy and Douglas W. Oldenburg Geophysical Inversion Facility, University
More informationA GENERALIZED CONVECTION-DIFFUSION MODEL FOR SUBGRID TRANSPORT IN POROUS MEDIA
MULTISCALE MODEL. SIMUL. Vol. 1, No. 3, pp. 504 526 c 2003 Society for Industrial and Applied Mathematics A GENERALIZED CONVECTION-DIFFUSION MODEL FOR SUBGRID TRANSPORT IN POROUS MEDIA Y. EFENDIEV AND
More informationWave Propagation in Fractured Poroelastic Media
Wave Propagation in Fractured Poroelastic Media WCCM, MS170: Advanced Computational Techniques in Geophysical Sciences, Barcelona, Spain, July 2014 Juan E. Santos Instituto del Gas y del Petróleo (IGPUBA),
More informationDetermination of Locally Varying Directions through Mass Moment of Inertia Tensor
Determination of Locally Varying Directions through Mass Moment of Inertia Tensor R. M. Hassanpour and C.V. Deutsch Centre for Computational Geostatistics Department of Civil and Environmental Engineering
More informationPRECONDITIONING MARKOV CHAIN MONTE CARLO SIMULATIONS USING COARSE-SCALE MODELS
PRECONDITIONING MARKOV CHAIN MONTE CARLO SIMULATIONS USING COARSE-SCALE MODELS Y. EFENDIEV, T. HOU, AND W. LUO Abstract. We study the preconditioning of Markov Chain Monte Carlo (MCMC) methods using coarse-scale
More informationHomogenization and numerical Upscaling. Unsaturated flow and two-phase flow
Homogenization and numerical Upscaling Unsaturated flow and two-phase flow Insa Neuweiler Institute of Hydromechanics, University of Stuttgart Outline Block 1: Introduction and Repetition Homogenization
More informationQuantifying shale matrix permeability: challenges associated with gas slippage
Quantifying shale matrix permeability: challenges associated with gas slippage Eric A Letham and R Marc Bustin The University of British Columbia, Canada Why is K m important? K m can be control on production
More informationA stochastic mixed finite element heterogeneous multiscale method for flow in porous media
A stochastic mixed finite element heterogeneous multiscale method for flow in porous media Xiang Ma, Nicholas Zabaras Materials Process Design and Control Laboratory, Sibley School of Mechanical and Aerospace
More informationA MULTISCALE METHOD FOR MODELING TRANSPORT IN POROUS MEDIA ON UNSTRUCTURED CORNER-POINT GRIDS
A MULTISCALE METHOD FOR MODELING TRANSPORT IN POROUS MEDIA ON UNSTRUCTURED CORNER-POINT GRIDS JØRG E. AARNES AND YALCHIN EFENDIEV Abstract. methods are currently under active investigation for the simulation
More informationEffective behavior near clogging in upscaled equations for non-isothermal reactive porous media flow
Effective behavior near clogging in upscaled equations for non-isothermal reactive porous media flow Carina Bringedal and Kundan Kumar UHasselt Computational Mathematics Preprint Nr. UP-17-10 October 5,
More informationSindre Tonning Hilden. Upscaling of Water-Flooding Scenarios and Modeling of Polymer Flow. Doctoral theses at NTNU, 2016:12. Sindre Tonning Hilden
Doctoral theses at NTNU, 216:12 Sindre Tonning Hilden Sindre Tonning Hilden Upscaling of Water-Flooding Scenarios and Modeling of Polymer Flow ISBN 978-82-326-1368-7 (printed version) ISBN 978-82-326-1369-4
More informationA010 MULTISCALE RESERVOIR CHARACTERIZATION USING
1 A010 MULTISCALE RESERVOIR CHARACTERIZATION USING RODUCTION AND TIME LASE SEISMIC DATA Mokhles MEZGHANI, Alexandre FORNEL, Valérie LANGLAIS, Nathalie LUCET IF, 1 & 4 av de Bois réau, 92852 RUEIL-MALMAISON
More informationEvaporation-driven transport and precipitation of salt in porous media: A multi-domain approach
Evaporation-driven transport and precipitation of salt in porous media: A multi-domain approach Vishal Jambhekar Karen Schmid, Rainer Helmig Department of Hydromechanics and Hydrosystemmodeling EGU General
More informationNUMERICAL MODELING OF FLOW THROUGH DOMAINS WITH SIMPLE VEGETATION-LIKE OBSTACLES
XIX International Conference on Water Resources CMWR 2012 University of Illinois at Urbana-Champaign June 17-22,2012 NUMERICAL MODELING OF FLOW THROUGH DOMAINS WITH SIMPLE VEGETATION-LIKE OBSTACLES Steven
More informationMODELING GEOMATERIALS ACROSS SCALES JOSÉ E. ANDRADE DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING EPS SEMINAR SERIES MARCH 2008
MODELING GEOMATERIALS ACROSS SCALES JOSÉ E. ANDRADE DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING EPS SEMINAR SERIES MARCH 2008 COLLABORATORS: DR XUXIN TU AND MR KIRK ELLISON THE ROADMAP MOTIVATION
More informationMonotonicity Conditions for Discretization of Parabolic Conservation Laws. Hilde Kristine Hvidevold
Monotonicity Conditions for Discretization of Parabolic Conservation Laws Master of Science Thesis in Applied Mathematics Hilde Kristine Hvidevold Department of Mathematics University of Bergen June 2,
More informationAspects of Multigrid
Aspects of Multigrid Kees Oosterlee 1,2 1 Delft University of Technology, Delft. 2 CWI, Center for Mathematics and Computer Science, Amsterdam, SIAM Chapter Workshop Day, May 30th 2018 C.W.Oosterlee (CWI)
More informationSimulation study of density-driven natural convection mechanism in isotropic and anisotropic brine aquifers using a black oil reservoir simulator
Available online at www.sciencedirect.com Energy Procedia 37 (23 ) 5562 5569 GHGT- Simulation study of density-driven natural convection mechanism in isotropic and anisotropic brine aquifers using a black
More informationOn the origin of Darcy s law 1
Chapter 1 On the origin of Darcy s law 1 Cyprien Soulaine csoulain@stanford.edu When one thinks about porous media, the immediate concepts that come to mind are porosity, permeability and Darcy s law.
More informationMULTISCALE FINITE ELEMENT METHODS FOR STOCHASTIC POROUS MEDIA FLOW EQUATIONS AND APPLICATION TO UNCERTAINTY QUANTIFICATION
MULTISCALE FINITE ELEMENT METHODS FOR STOCHASTIC POROUS MEDIA FLOW EQUATIONS AND APPLICATION TO UNCERTAINTY QUANTIFICATION P. DOSTERT, Y. EFENDIEV, AND T.Y. HOU Abstract. In this paper, we study multiscale
More informationROLE OF PORE-SCALE HETEROGENEITY ON REACTIVE FLOWS IN POROUS MATERIALS: VALIDITY OF THE CONTINUUM REPRESENTATION OF REACTIVE TRANSPORT
ROLE OF PORE-SCALE HETEROGENEITY ON REACTIVE FLOWS IN POROUS MATERIALS: VALIDITY OF THE CONTINUUM REPRESENTATION OF REACTIVE TRANSPORT PETER C. LICHTNER 1, QINJUN KANG 1 1 Los Alamos National Laboratory,
More informationInvestigations in Geologic Carbon Sequestration: Multiphase Flow of CO2 and Water in Reservoir Rocks. Annual Report 2015
Investigations in Geologic Carbon Sequestration: Multiphase Flow of CO2 and Water in Reservoir Rocks Annual Report 2015 Sally M. Benson, David Cameron, Ferdinand Hingerl, Andrew Gyenis, Boxiao Li, Christin
More informationTu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well
Tu P8 08 Modified Anisotropic Walton Model for Consolidated Siliciclastic Rocks: Case Study of Velocity Anisotropy Modelling in a Barents Sea Well Y. Zhou (Rock Solid Images), F. Ruiz (Repsol), M. Ellis*
More informationA SIMULATOR WITH NUMERICAL UPSCALING FOR THE ANALYSIS OF COUPLED MULTIPHASE FLOW AND GEOMECHANICS IN HETEROGE-
A SIMULATOR WITH NUMERICAL UPSCALING FOR THE ANALYSIS OF COUPLED MULTIPHASE FLOW AND GEOMECHANICS IN HETEROGE- NEOUS AND DEFORMABLE POROUS AND FRACTURED MEDIA A Dissertation by DAEGIL YANG Submitted to
More informationMultiscale Methods for Multiphase Flow in Porous Media
Multiscale Methods for Multiphase Flow in Porous Media Jan M. Nordbotten Department of Mathematics, University of Bergenjan.nordbotten@math.uib.no Department of Civil and Environmental Engineering, Princeton
More informationAlternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE. University of Liège Aerospace & Mechanical Engineering
University of Liège Aerospace & Mechanical Engineering Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE Van Dung NGUYEN Innocent NIYONZIMA Aerospace & Mechanical engineering
More informationT. Arbogast, Zhen Tao, and Hailong Xiao, Multiscale mortar mixed methods for heterogeneous elliptic problems, in Recent Advances in Scientific
T. Arbogast, Zhen Tao, and Hailong Xiao, Multiscale mortar mixed methods for heterogeneous elliptic problems, in Recent Advances in Scientific Computing and Applications, Jichun Li, Hongtao Yang, and Eric
More informationModeling seismic wave propagation during fluid injection in a fractured network: Effects of pore fluid pressure on time-lapse seismic signatures
Modeling seismic wave propagation during fluid injection in a fractured network: Effects of pore fluid pressure on time-lapse seismic signatures ENRU LIU, SERAFEIM VLASTOS, and XIANG-YANG LI, Edinburgh
More informationA Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials
Dublin, October 2010 A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials FracMan Technology Group Dr Mark Cottrell Presentation Outline Some Physical
More informationPeaceman and Thiem well models or how to remove a logarithmic singularity fr. your numerical solution
Peaceman and Thiem well models or how to remove a logarithmic singularity from your numerical solution Department of Mathematics Oregon State University AMC, 3/2/2007 Current work supported by NSF-0511190
More informationA multiscale method coupling network and continuum models in porous media II singleand two-phase flows
A multiscale method coupling network and continuum models in porous media II singleand two-phase flows Jay Chu, Björn Engquist, Maša Prodanović and Richard Tsai 1 Introduction Modeling and computing transport
More information6298 Stress induced azimuthally anisotropic reservoir - AVO modeling
6298 Stress induced azimuthally anisotropic reservoir - AVO modeling M. Brajanovski* (Curtin University of Technology), B. Gurevich (Curtin University of Technology), D. Nadri (CSIRO) & M. Urosevic (Curtin
More informationTHE IMPACT OF HETEROGENEITY AND MULTI-SCALE MEASUREMENTS ON RESERVOIR CHARACTERIZATION AND STOOIP ESTIMATIONS
SCA2011-49 1/6 THE IMPACT OF HETEROGENEITY AND MULTI-SCALE MEASUREMENTS ON RESERVOIR CHARACTERIZATION AND STOOIP ESTIMATIONS Moustafa Dernaika 1, Samy Serag 2 and M. Zubair Kalam 2 1 Ingrain Inc., Abu
More informationTwo-Scale Wave Equation Modeling for Seismic Inversion
Two-Scale Wave Equation Modeling for Seismic Inversion Susan E. Minkoff Department of Mathematics and Statistics University of Maryland Baltimore County Baltimore, MD 21250, USA RICAM Workshop 3: Wave
More informationIn all of the following equations, is the coefficient of permeability in the x direction, and is the hydraulic head.
Groundwater Seepage 1 Groundwater Seepage Simplified Steady State Fluid Flow The finite element method can be used to model both steady state and transient groundwater flow, and it has been used to incorporate
More informationSimulation of Imbibition Phenomena in Fluid Flow through Fractured Heterogeneous Porous Media with Different Porous Materials
Journal of Applied Fluid Mechanics, Vol. 10, No. 5, pp. 1451-1460, 2017. Available online at.jafmonline.net, ISSN 1735-3572, EISSN 1735-3645. DOI: 10.169/acadpub.jafm.73.242.2721 Simulation of Imbibition
More informationMultiscale Modeling and Simulations of Flows in Naturally Fractured Karst Reservoirs
COMMUNICATIONS IN COMPUTATIONAL PHYSICS Vol. 6, No. 1, pp. 162-184 Commun. Comput. Phys. July 2009 Multiscale Modeling and Simulations of Flows in Naturally Fractured Karst Reservoirs Peter Popov 1,, Yalchin
More informationTraining Venue and Dates Ref # Reservoir Geophysics October, 2019 $ 6,500 London
Training Title RESERVOIR GEOPHYSICS Training Duration 5 days Training Venue and Dates Ref # Reservoir Geophysics DE035 5 07 11 October, 2019 $ 6,500 London In any of the 5 star hotels. The exact venue
More informationUncertainty Quantification of Two-Phase Flow in Heterogeneous Porous Media
Uncertainty Quantification of Two-Phase Flow in Heterogeneous Porous Media M.Köppel, C.Rohde Institute for Applied Analysis and Numerical Simulation Inria, Nov 15th, 2016 Porous Media Examples: sponge,
More informationDarcy's Law. Laboratory 2 HWR 531/431
Darcy's Law Laboratory HWR 531/431-1 Introduction In 1856, Henry Darcy, a French hydraulic engineer, published a report in which he described a series of experiments he had performed in an attempt to quantify
More information(Refer Slide Time: 02:10)
Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 24 Flow of water through soils-v Welcome to lecture five of flow of water through
More informationModeling of two-phase flow in fractured porous media on unstructured non-uniform coarse grids
Modeling of two-phase flow in fractured porous media on unstructured non-uniform coarse grids Jørg Espen Aarnes and Vera Louise Hauge SINTEF ICT, Deptartment of Applied Mathematics Applied Mathematics
More informationIntegration of seismic and fluid-flow data: a two-way road linked by rock physics
Integration of seismic and fluid-flow data: a two-way road linked by rock physics Abstract Yunyue (Elita) Li, Yi Shen, and Peter K. Kang Geologic model building of the subsurface is a complicated and lengthy
More informationLecture Notes #10. The "paradox" of finite strain and preferred orientation pure vs. simple shear
12.520 Lecture Notes #10 Finite Strain The "paradox" of finite strain and preferred orientation pure vs. simple shear Suppose: 1) Anisotropy develops as mineral grains grow such that they are preferentially
More informationAnalysis of Multiphase Flow under the Ground Water
Analysis of Multiphase Flow under the Ground Water Pramod Kumar Pant Department of Mathematics, Bhagwant University, Ajmer, Rajasthan, India Abstract The single-phase fluid flow through a porous medium
More informationINTEGRATED RESERVOIR CHARACTERIZATION AND MODELING
INTEGRATED RESERVOIR CHARACTERIZATION AND MODELING Mickaele Le Ravalec Brigitte Doligez Olivier Lerat ISBN: 2-901638-15-5 EAN: 9782901638155 Introduction Book DOI: 10.2516/ifpen/2014001 Introduction DOI:
More informationSplitting methods in the design of coupled flow and mechanics simulators
Splitting methods in the design of coupled flow and mechanics simulators Sílvia Barbeiro CMUC, Department of Mathematics, University of Coimbra PhD Program in Mathematics Coimbra, November 17, 2010 Sílvia
More informationMultiscale Methods for Subsurface Flow. SINTEF ICT, Dept. of Applied Mathematics
Multiscale Methods for Subsurface Flow Jørg Aarnes, Knut Andreas Lie, Stein Krogstad, and Vegard Kippe SINTEF ICT, Dept. of Applied Mathematics... and for saving our planet Applied Mathematics 1/89 Subsurface
More informationMicroseismic Monitoring Shale Gas Plays: Advances in the Understanding of Hydraulic Fracturing 20 MAR 16 HANNAH CHITTENDEN
Microseismic Monitoring Shale Gas Plays: Advances in the Understanding of Hydraulic Fracturing 20 MAR 16 HANNAH CHITTENDEN Introduction Early days: Microseismic monitoring has been around since the early
More informationHETEROGENOUS CARBONATES INTEGRATING PLUG AND WHOLE CORE DATA USING ROCK TYPES
SCA2012-12 1/12 HETEROGENOUS CARBONATES INTEGRATING PLUG AND WHOLE CORE DATA USING ROCK TYPES Mark Skalinski, Rafael Salazar, Gerry LaTorraca, Zheng Yang, and John Urbach Chevron ETC This paper was prepared
More informationSummary of Fourier Optics
Summary of Fourier Optics Diffraction of the paraxial wave is described by Fresnel diffraction integral, u(x, y, z) = j λz dx 0 dy 0 u 0 (x 0, y 0 )e j(k/2z)[(x x 0) 2 +(y y 0 ) 2 )], Fraunhofer diffraction
More informationCoupling atomistic and continuum modelling of magnetism
Coupling atomistic and continuum modelling of magnetism M. Poluektov 1,2 G. Kreiss 2 O. Eriksson 3 1 University of Warwick WMG International Institute for Nanocomposites Manufacturing 2 Uppsala University
More informationAnalysis of oil displacement by water in oil reservoirs with horizontal wells
Analysis of oil displacement by water in oil reservoirs with horizontal wells Paulo Dore Fernandes, Thiago Judson L. de Oliveira and Rodrigo A. C. Dias Problem Description This work involves near-well
More informationSloshing problem in a half-plane covered by a dock with two equal gaps
Sloshing prolem in a half-plane covered y a dock with two equal gaps O. V. Motygin N. G. Kuznetsov Institute of Prolems in Mech Engineering Russian Academy of Sciences St.Petersurg, Russia STATEMENT OF
More informationApparent Permeability Effective Stress Laws: Misleading Predictions Resulting from Gas Slippage, Northeastern British Columbia
Apparent Permeability Effective Stress Laws: Misleading Predictions Resulting from Gas Slippage, Northeastern British Columbia E.A. Letham, University of British Columbia, Vancouver, BC, ealetham@gmail.com
More informationIntroduction to multiscale modeling and simulation. Almost every system is multiscale.
Introduction to multiscale modeling and simulation Giovanni Samaey, Scientific Computing Dept. of Computer Science, K.U.Leuven Lecture 1: Course introduction Almost every system is multiscale. We are interested
More informationCopyright. Ankesh Anupam
Copyright by Ankesh Anupam 2010 The Thesis Committee for Ankesh Anupam Certifies that this is the approved version of the following thesis: Hierarchical Modeling of Fractures for Naturally Fractured Reservoirs
More informationMaximize the potential of seismic data in shale exploration and production Examples from the Barnett shale and the Eagle Ford shale
Maximize the potential of seismic data in shale exploration and production Examples from the Barnett shale and the Eagle Ford shale Joanne Wang, Paradigm Duane Dopkin, Paradigm Summary To improve the success
More informationEVALUATION OF CRITICAL FRACTURE SKIN POROSITY FOR CONTAMINANT MIGRATION IN FRACTURED FORMATIONS
ISSN (Online) : 2319-8753 ISSN (Print) : 2347-6710 International Journal of Innovative Research in Science, Engineering and Technology An ISO 3297: 2007 Certified Organization, Volume 2, Special Issue
More informationB005 A NEW FAST FOURIER TRANSFORM ALGORITHM FOR FLUID FLOW SIMULATION
1 B5 A NEW FAST FOURIER TRANSFORM ALGORITHM FOR FLUID FLOW SIMULATION LUDOVIC RICARD, MICAËLE LE RAVALEC-DUPIN, BENOÎT NOETINGER AND YVES GUÉGUEN Institut Français du Pétrole, 1& 4 avenue Bois Préau, 92852
More informationSearch and Discovery Article #51409 (2017)** Posted August 7, Abstract. Selected References
Saturations of Migrating Buoyant Fluids from Invasion Percolation Flow Simulation Using Small-Scale, High- Resolution Geologic Models With Realistic Heterogeneity* Timothy A. Meckel 1, Luca Trevisan 2,
More informationHydrogeophysics - Seismics
Hydrogeophysics - Seismics Matthias Zillmer EOST-ULP p. 1 Table of contents SH polarized shear waves: Seismic source Case study: porosity of an aquifer Seismic velocities for porous media: The Frenkel-Biot-Gassmann
More informationICES REPORT Adaptive Numerical Homogenization for Non-Linear Multiphase Flow and Transport
ICES REPORT 17-13 June 217 Adaptive Numerical Homogenization for Non-Linear Multiphase Flow and Transport by Gurpreet Singh, Yerlan Amanbek, and Mary F. Wheeler The Institute for Computational Engineering
More informationUpscaling Wave Computations
Upscaling Wave Computations Xin Wang 2010 TRIP Annual Meeting 2 Outline 1 Motivation of Numerical Upscaling 2 Overview of Upscaling Methods 3 Future Plan 3 Wave Equations scalar variable density acoustic
More informationUpscaling of the permeability by multiscale wavelet transformations and simulation of multiphase flows in heterogeneous porous media
Comput Geosci (2009) 13:187 214 DOI 10.1007/s10596-008-9111-0 ORIGINAL PAPER Upscaling of the permeability by multiscale wavelet transformations and simulation of multiphase flows in heterogeneous porous
More informationOptimisation under Uncertainty with Stochastic PDEs for the History Matching Problem in Reservoir Engineering
Optimisation under Uncertainty with Stochastic PDEs for the History Matching Problem in Reservoir Engineering Hermann G. Matthies Technische Universität Braunschweig wire@tu-bs.de http://www.wire.tu-bs.de
More information