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    1. Naturvetenskap och teknik
    2. Matematik och naturvetenskap
    3. Matematik
    4. Tillämpad matematik

    Mathematical Modeling in Science and Engineering

    An Axiomatic Approach

    AvIsmael Herrera,George F. Pinder

    Inbunden, Engelska, 2012

    1 083 kr

    Beställningsvara. Skickas inom 5-8 vardagar. Fri frakt över 249 kr.

    Beskrivning

    A powerful, unified approach to mathematical and computational modeling in science and engineering Mathematical and computational modeling makes it possible to predict the behavior of a broad range of systems across a broad range of disciplines. This text guides students and professionals through the axiomatic approach, a powerful method that will enable them to easily master the principle types of mathematical and computational models used in engineering and science. Readers will discover that this axiomatic approach not only enables them to systematically construct effective models, it also enables them to apply these models to any macroscopic physical system.Mathematical Modeling in Science and Engineering focuses on models in which the processes to be modeled are expressed as systems of partial differential equations. It begins with an introductory discussion of the axiomatic formulation of basic models, setting the foundation for further topics such as: Mechanics of classical and non-classical continuous systems Solute transport by a free fluid Flow of a fluid in a porous medium Multiphase systems Enhanced oil recovery Fluid mechanics Throughout the text, diagrams are provided to help readers visualize and better understand complex mathematical concepts. A set of exercises at the end of each chapter enables readers to put their new modeling skills into practice. There is also a bibliography in each chapter to facilitate further investigation of individual topics.Mathematical Modeling in Science and Engineering is ideal for both students and professionals across the many disciplines of science and engineering that depend on mathematical and computational modeling to predict and understand complex systems.

    Produktinformation

    • Utgivningsdatum:2012-03-27
    • Mått:161 x 241 x 21 mm
    • Vikt:572 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:264
    • Förlag:John Wiley & Sons Inc
    • ISBN:9781118087572

    Utforska kategorier

    • Tillämpad matematik inom Naturvetenskap och teknik
    • Byggnadsteknik inom Naturvetenskap och teknik
    • Tillverkningsteknik inom Naturvetenskap och teknik

    Mer om författaren

    ISMAEL HERRERA, PhD. in Applied Mathematics, Brown University, is Distinguished Professor in the Natural Resources Department of the Geophysics Institute at the Universidad Nacional Autónoma de México. He is the Editor of Numerical Methods for Partial Differential Equations and President of the Mexican Society of Numerical Methods in Engineering and Applied Sciences. Dr. Herrera has received the National Science, Mexican Academy of Sciences, and Luis Elizondo Awards, the three most prestigious awards in Mexico granted for scientific achievement. GEORGE F. PINDER, PhD, has a primary appointment as Professor of Engineering with secondary appointments as Professor of Mathematics and Statistics and Professor of Computer Science at the University of Vermont. He is the author, or co-author, of nine books on mathematical modeling, numerical mathematics, and flow and transport through porous media. He is a recipient of numerous national and international honors and is a member of the National Academy of Engineering.

    Innehållsförteckning

    • Preface xiii 1 AXIOMATIC FORMULATION OF THE BASIC MODELS 11.1 Models 11.2 Microscopic and macroscopic physics 21.3 Kinematics of continuous systems 31.3.1 Intensive properties 61.3.2 Extensive properties 81.4 Balance equations of extensive and intensive properties 91.4.1 Global balance equations 91.4.2 The local balance equations 101.4.3 The role of balance conditions in the modeling of continuous systems 131.4.4 Formulation of motion restrictions by means of balance equations 141.5 Summary 162 MECHANICS OF CLASSICAL CONTINUOUS SYSTEMS 232.1 One-phase systems 232.2 The basic mathematical model of one-phase systems 242.3 The extensive/intensive properties of classical mechanics 252.4 Mass conservation 262.5 Linear momentum balance 272.6 Angular momentum balance 292.7 Energy concepts 322.8 The balance of kinetic energy 332.9 The balance of internal energy 342.10 Heat equivalent of mechanical work 352.11 Summary of basic equations for solid and fluid mechanics 352.12 Some basic concepts of thermodynamics 362.12.1 Heat transport 362.13 Summary 383 MECHANICS OF NON-CLASSICAL CONTINUOUS SYSTEMS 453.1 Multiphase systems 453.2 The basic mathematical model of multiphase systems 463.3 Solute transport in a free fluid 473.4 Transport by fluids in porous media 493.5 Flow of fluids through porous media 513.6 Petroleum reservoirs: the black-oil model 523.6.1 Assumptions of the black-oil model 533.6.2 Notation 533.6.3 Family of extensive properties 543.6.4 Differential equations and jump conditions 553.7 Summary 574 SOLUTE TRANSPORT BY A FREE FLUID 634.1 The general equation of solute transport by a free fluid 644.2 Transport processes 654.2.1 Advection 654.2.2 Diffusion processes 654.3 Mass generation processes 664.4 Differential equations of diffusive transport 674.5 Well-posed problems for diffusive transport 694.5.1 Time-dependent problems 704.5.2 Steady state 714.6 First-order irreversible processes 714.7 Differential equations of non-diffusive transport 734.8 Well-posed problems for non-diffusive transport 734.8.1 Well-posed problems in one spatial dimension 744.8.2 Well-posed problems in several spatial dimensions 794.8.3 Well-posed problems for steady-state models 804.9 Summary 805 FLOW OF A FLUID IN A POROUS MEDIUM 855.1 Basic assumptions of the flow model 855.2 The basic model for the flow of a fluid through a porous medium 865.3 Modeling the elasticity and compressibility 875.3.1 Fluid compressibility 875.3.2 Pore compressibility 885.3.3 The storage coefficient 905.4 Darcy's law 905.5 Piezometric level 925.6 General equation governing flow through a porous medium 945.6.1 Special forms of the governing differential equation 955.7 Applications of the jump conditions 965.8 Well-posed problems 965.8.1 Steady-state models 975.8.2 Time-dependent problems 995.9 Models with a reduced number of spatial dimensions 995.9.1 Theoretical derivation of a 2-D model for a confined aquifer 1005.9.2 Leaky aquitard method 1025.9.3 The integrodifferential equations approach 1045.9.4 Other 2-D aquifer models 1085.10 Summary 1116 SOLUTE TRANSPORT IN A POROUS MEDIUM 1176.1 Transport processes 1186.1.1 Advection 1186.2 Non-conservative processes 1186.2.1 First-order irreversible processes 1196.2.2 Adsorption 1196.3 Dispersion-diffusion 1216.4 The equations for transport of solutes in porous media 1236.5 Well-posed problems 1256.6 Summary 1257 MULTIPHASE SYSTEMS 1297.1 Basic model for the flow of multiple-species transport in a multiple-fluid- phase porous medium 1297.2 Modeling the transport of species i in phase a 1307.3 The saturated flow case 1337.4 The air-water system 1377.5 The immobile air unsaturated flow model 1427.6 Boundary conditions 1437.7 Summary 1458 ENHANCED OIL RECOVERY 1498.1 Background on oil production and reservoir modeling 1498.2 Processes to be modeled 1518.3 Unified formulation of EOR models 1518.4 The black-oil model 1528.5 The Compositional Model 1568.6 Summary 1609 LINEAR ELASTICITY 1659.1 Introduction 1659.2 Elastic Solids 1669.3 The Linear Elastic Solid 1679.4 More on the Displacement Field Decomposition 1709.5 Strain Analysis 1719.6 Stress Analysis 1739.7 Isotropic materials 1759.8 Stress-strain relations for isotropic materials 1779.9 The governing differential equations 1799.9.1 Elastodynamics 1809.9.2 Elastostatics 1809.10 Well-posed problems 1819.10.1 Elastostatics 1819.10.2 Elastodynamics 1819.11 Representation of solutions for isotropic elastic solids 1829.12 Summary 18310 FLUID MECHANICS 18910.1 Introduction 18910.2 Newtonian fluids: Stokes' constitutive equations 19010.3 Navier-Stokes equations 19210.4 Complementary constitutive equations 19310.5 The concepts of incompressible and inviscid fluids 19310.6 Incompressible fluids 19410.7 Initial and boundary conditions 19510.8 Viscous incompressible fluids: steady states 19610.9 Linearized theory of incompressible fluids 19610.10 Ideal fluids 19710.11 Irrotational flows 19810.12 Extension of Bernoulli's relations to compressible fluids 19910.13 Shallow-water theory 20010.14 Inviscid compressible fluids 20210.14.1 Small perturbations in a compressible fluid: the theory of sound 20310.14.2 Initiation of motion 20410.14.3 Discontinuous models and shock conditions 20610.15 Summary 208A: PARTIAL DIFFERENTIAL EQUATIONS 211A. 1 Classification 211A.2 Canonical forms 213A.3 Well-posed problems 213A.3.1 Boundary-value problems: the elliptic case 214A.3.2 Initial-boundary-value problems 214B: SOME RESULTS FROM THE CALCULUS 217B.l Notation 217B.2 Generalized Gauss Theorem 218C: PROOF OF THEOREM 221D: THE BOUNDARY LAYER INCOMPRESSIBILITY APPROXIMATION 225E: INDICIAL NOTATION 229E.l General 229E.2 Matrix algebra 230E.3 Applications to differential calculus 232Index 235
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