Mathematical Modeling in Science and Engineering : An Axiomatic Approach. için kapak resmi
Mathematical Modeling in Science and Engineering : An Axiomatic Approach.
Başlık:
Mathematical Modeling in Science and Engineering : An Axiomatic Approach.
Yazar:
Herrera, Ismael.
ISBN:
9781118207208
Yazar Ek Girişi:
Basım Bilgisi:
1st ed.
Fiziksel Tanımlama:
1 online resource (259 pages)
İçerik:
MATHEMATICAL MODELING IN SCIENCE AND ENGINEERING: An Axiomatic Approach -- CONTENTS -- Preface -- 1 AXIOMATIC FORMULATION OF THE BASIC MODELS -- 1.1 Models -- 1.2 Microscopic and macroscopic physics -- 1.3 Kinematics of continuous systems -- 1.3.1 Intensive properties -- 1.3.2 Extensive properties -- 1.4 Balance equations of extensive and intensive properties -- 1.4.1 Global balance equations -- 1.4.2 The local balance equations -- 1.4.3 The role of balance conditions in the modeling of continuous systems -- 1.4.4 Formulation of motion restrictions by means of balance equations -- 1.5 Summary -- Exercises -- References -- 2 MECHANICS OF CLASSICAL CONTINUOUS SYSTEMS -- 2.1 One-phase systems -- 2.2 The basic mathematical model of one-phase systems -- 2.3 The extensive/intensive properties of classical mechanics -- 2.4 Mass conservation -- 2.5 Linear momentum balance -- 2.6 Angular momentum balance -- 2.7 Energy concepts -- 2.8 The balance of kinetic energy -- 2.9 The balance of internal energy -- 2.10 Heat equivalent of mechanical work -- 2.11 Summary of basic equations for solid and fluid mechanics -- 2.12 Some basic concepts of thermodynamics -- 2.12.1 Heat transport -- 2.13 Summary -- Exercises -- References -- 3 MECHANICS OF NON-CLASSICAL CONTINUOUS SYSTEMS -- 3.1 Multiphase systems -- 3.2 The basic mathematical model of multiphase systems -- 3.3 Solute transport in a free fluid -- 3.4 Transport by fluids in porous media -- 3.5 Flow of fluids through porous media -- 3.6 Petroleum reservoirs: the black-oil model -- 3.6.1 Assumptions of the black-oil model -- 3.6.2 Notation -- 3.6.3 Family of extensive properties -- 3.6.4 Differential equations and jump conditions -- 3.7 Summary -- Exercises -- References -- 4 SOLUTE TRANSPORT BY A FREE FLUID -- 4.1 The general equation of solute transport by a free fluid -- 4.2 Transport processes.

4.2.1 Advection -- 4.2.2 Diffusion processes -- 4.3 Mass generation processes -- 4.4 Differential equations of diffusive transport -- 4.5 Well-posed problems for diffusive transport -- 4.5.1 Time-dependent problems -- 4.5.2 Steady state -- 4.6 First-order irreversible processes -- 4.7 Differential equations of non-diffusive transport -- 4.8 Well-posed problems for non-diffusive transport -- 4.8.1 Well-posed problems in one spatial dimension -- 4.8.2 Well-posed problems in several spatial dimensions -- 4.8.3 Well-posed problems for steady-state models -- 4.9 Summary -- Exercises -- References -- 5 FLOW OF A FLUID IN A POROUS MEDIUM -- 5.1 Basic assumptions of the flow model -- 5.2 The basic model for the flow of a fluid through a porous medium -- 5.3 Modeling the elasticity and compressibility -- 5.3.1 Fluid compressibility -- 5.3.2 Pore compressibility -- 5.3.3 The storage coefficient -- 5.4 Darcy's law -- 5.5 Piezometric level -- 5.6 General equation governing flow through a porous medium -- 5.6.1 Special forms of the governing differential equation -- 5.7 Applications of the jump conditions -- 5.8 Well-posed problems -- 5.8.1 Steady-state models -- 5.8.2 Time-dependent problems -- 5.9 Models with a reduced number of spatial dimensions -- 5.9.1 Theoretical derivation of a 2-D model for a confined aquifer -- 5.9.2 Leaky aquitard method -- 5.9.3 The integrodifferential equations approach -- 5.9.4 Other 2-D aquifer models -- 5.10 Summary -- Exercises -- References -- 6 SOLUTE TRANSPORT IN A POROUS MEDIUM -- 6.1 Transport processes -- 6.1.1 Advection -- 6.2 Non-conservative processes -- 6.2.1 First-order irreversible processes -- 6.2.2 Adsorption -- 6.3 Dispersion-diffusion -- 6.4 The equations for transport of solutes in porous media -- 6.5 Well-posed problems -- 6.6 Summary -- Exercises -- References -- 7 MULTIPHASE SYSTEMS.

7.1 Basic model for the flow of multiple-species transport in a multiple-fluid- phase porous medium -- 7.2 Modeling the transport of species i in phase α -- 7.3 The saturated flow case -- 7.4 The air-water system -- 7.5 The immobile air unsaturated flow model -- 7.6 Boundary conditions -- 7.7 Summary -- Exercises -- References -- 8 ENHANCED OIL RECOVERY -- 8.1 Background on oil production and reservoir modeling -- 8.2 Processes to be modeled -- 8.3 Unified formulation of EOR models -- 8.4 The black-oil model -- 8.5 The Compositional Model -- 8.6 Summary -- Exercises -- References -- 9 LINEAR ELASTICITY -- 9.1 Introduction -- 9.2 Elastic Solids -- 9.3 The Linear Elastic Solid -- 9.4 A More on the Displacement Field Decomposition -- 9.5 Strain Analysis -- 9.6. Stress Analysis -- 9.7 Isotropic materials -- 9.8 Stress-strain relations for isotropic materials -- 9.9 The governing differential equations -- 9.9.1 Elastodynamics -- 9.9.2 Elastostatics -- 9.10 Well-posed problems -- 9.10.1 Elastostatics -- 9.10.2 Elastodynamics -- 9.11 Representation of solutions for isotropic elastic solids -- 9.12 Summary -- Exercises -- References -- 10 FLUID MECHANICS -- 10.1 Introduction -- 10.2 Newtonian fluids: Stokes' constitutive equations -- 10.3 Navier-Stokes equations -- 10.4 Complementary constitutive equations -- 10.5 The concepts of incompressible and inviscid fluids -- 10.6 Incompressible fluids -- 10.7 Initial and boundary conditions -- 10.8 Viscous incompressible fluids: steady states -- 10.9 Linearized theory of incompressible fluids -- 10.10 Ideal fluids -- 10.11 Irrotational flows -- 10.12 Extension of Bernoulli's relations to compressible fluids -- 10.13 Shallow-water theory -- 10.14 Inviscid compressible fluids -- 10.14.1 Small perturbations in a compressible fluid: the theory of sound -- 10.14.2 Initiation of motion.

10.14.3 Discontinuous models and shock conditions -- 10.15 Summary -- Exercises -- References -- A: PARTIAL DIFFERENTIAL EQUATIONS -- A.1 Classification -- A.2 Canonical forms -- A.3 Well-posed problems -- A.3.1 Boundary-value problems: the elliptic case -- A.3.2 Initial-boundary-value problems -- References -- B: SOME RESULTS FROM THE CALCULUS -- B.1 Notation -- B.2 Generalized Gauss Theorem -- C: PROOF OF THEOREM -- D: THE BOUNDARY LAYER INCOMPRESSIBILITY APPROXIMATION -- E: INDICIAL NOTATION -- E.1 General -- E.2 Matrix algebra -- E.3 Applications to differential calculus -- Index.
Özet:
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.
Notlar:
Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2017. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
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