Muutke küpsiste eelistusi

E-raamat: Capillary Flows in Heterogeneous and Random Porous Media

(University of Toulouse Institut National Polytechnique, France)
  • Formaat: PDF+DRM
  • Ilmumisaeg: 28-Nov-2018
  • Kirjastus: ISTE Ltd and John Wiley & Sons Inc
  • Keel: eng
  • ISBN-13: 9781118762059
Teised raamatud teemal:
  • Formaat - PDF+DRM
  • Hind: 171,60 €*
  • * hind on lõplik, st. muud allahindlused enam ei rakendu
  • Lisa ostukorvi
  • Lisa soovinimekirja
  • See e-raamat on mõeldud ainult isiklikuks kasutamiseks. E-raamatuid ei saa tagastada.
  • Raamatukogudele
  • Formaat: PDF+DRM
  • Ilmumisaeg: 28-Nov-2018
  • Kirjastus: ISTE Ltd and John Wiley & Sons Inc
  • Keel: eng
  • ISBN-13: 9781118762059
Teised raamatud teemal:

DRM piirangud

  • Kopeerimine (copy/paste):

    ei ole lubatud

  • Printimine:

    ei ole lubatud

  • Kasutamine:

    Digitaalõiguste kaitse (DRM)
    Kirjastus on väljastanud selle e-raamatu krüpteeritud kujul, mis tähendab, et selle lugemiseks peate installeerima spetsiaalse tarkvara. Samuti peate looma endale  Adobe ID Rohkem infot siin. E-raamatut saab lugeda 1 kasutaja ning alla laadida kuni 6'de seadmesse (kõik autoriseeritud sama Adobe ID-ga).

    Vajalik tarkvara
    Mobiilsetes seadmetes (telefon või tahvelarvuti) lugemiseks peate installeerima selle tasuta rakenduse: PocketBook Reader (iOS / Android)

    PC või Mac seadmes lugemiseks peate installima Adobe Digital Editionsi (Seeon tasuta rakendus spetsiaalselt e-raamatute lugemiseks. Seda ei tohi segamini ajada Adober Reader'iga, mis tõenäoliselt on juba teie arvutisse installeeritud )

    Seda e-raamatut ei saa lugeda Amazon Kindle's. 

Capillary phenomena occur in both natural and human-made systems, from equilibria in the presence of solids (grains, walls, metal wires) to multiphase flows in heterogeneous and fractured porous media. This book, composed of two volumes, develops fluid mechanics approaches for two immiscible fluids (water/air or water/oil) in the presence of solids (tubes, joints, grains, porous media). Their hydrodynamics are typically dominated by capillarity and viscous dissipation.

This first volume presents the basic concepts and investigates two-phase equilibria, before analyzing two-phase hydrodynamics in discrete and/or statistical systems (tubular pores, planar joints). It then studies flows in heterogeneous and stratified porous media, such as soils and rocks, based on Darcys law. This analysis includes unsaturated flow (Richards equation) and two-phase flow (Muskat equations).

Overall, the two volumes contain basic physical concepts, theoretical analyses, field investigations and statistical and numerical approaches to capillary-driven equilibria and flows in heterogeneous systems
List of Symbols xi
Introduction xv
Chapter 1 Fluids, Porous Media and REV: Basic Concepts 1(20)
1.1 Geologic porous media: basic concepts
1(5)
1.1.1 Porous soils
1(1)
1.1.2 Porous rocks
2(1)
1.1.3 Geologic porous media: examples
3(3)
1.2 Porous media: basic concepts, porosity and specific area
6(3)
1.2.1 Fluid phases
7(2)
1.3 Single-phase flow and Darcy's law: basic concepts
9(1)
1.3.1 Darcy's flux-gradient law
9(1)
1.4 The Darcy-Buckingham law and the Richards equation: basic concepts of unsaturated flow
10(1)
1.4.1 Remarks on unsaturated water flow
11(1)
1.5 Capillarity and two-phase flow systems at different scales: basic concepts
11(3)
1.5.1 Introduction
11(1)
1.5.2 Capillarity pressure jump at different scales
12(2)
1.5.3 Moving from one scale to another: upscaling
14(1)
1.6 A basic approach to pore scale two-phase flow
14(1)
1.7 A basic approach for continuum scale description of two-phase flow in porous media: the Darcy-Muskat model
15(1)
1.7.1 The Buckey-Leverett model
16(1)
1.8 Other issues: capillarity vs. gravity and viscosity, heterogeneity and upscaling
16(5)
1.8.1 Capillarity plus gravity and viscous dissipation
17(1)
1.8.2 Scales and the representative elementary volume
17(1)
1.8.3 Objectives at various scales of analysis
17(1)
1.8.4 Upscaling: first and second upscaling problems
18(3)
Chapter 2 Two-Phase Physics: Surface Tension, Interfaces, Capillary Liquid/Vapor Equilibria 21(56)
2.1 Summary and objectives
21(1)
2.2 Physics of capillarity and surface tension at equilibrium
22(21)
2.2.1 Observations and practical applications of surface tension, capillary forces and contact angles
23(8)
2.2.2 Interfacial tension: from molecular scale to fluid scale
31(3)
2.2.3 Laplace-Young pressure jump law (capillary pressure)
34(4)
2.2.4 Solid/liquid contact angle theta at equilibrium (Young)
38(2)
2.2.5 Measurements of interfacial tension
40(2)
2.2.6 Immiscibility versus miscibility at fluid interfaces (examples)
42(1)
2.3 Dimensionless groups (characteristic forces, length scales, timescales)
43(8)
2.3.1 Introduction: three forces driving multiphase systems
43(1)
2.3.2 Reynolds and Reynolds-Darcy number, viscous dissipation
44(2)
2.3.3 Capillary forces, surface tension and capillary number Ca
46(3)
2.3.4 Gravitational buoyancy forces and the Bond number Bo
49(1)
2.3.5 Dimensionless contrast ratios (viscosity and density contrasts)
49(1)
2.3.6 Recap of dimensionless groups for a two-phase system
50(1)
2.4 Thermodynamics, Gibbs energy, pressure, suction
51(16)
2.4.1 Interpretation of large suctions, bonding forces and Gibbs energy
51(7)
2.4.2 Thermodynamical systems (isolated or not)
58(3)
2.4.3 Gibbs free energy, heat, work
61(6)
2.5 Kelvin's liquid/vapor relation (suction vs. air humidity)
67(10)
2.5.1 Introduction to Kelvin's law (applications in flow modeling)
67(1)
2.5.2 Qualitative discussion of Kelvin's law (liquid/vapor relations)
68(1)
2.5.3 Thermodynamical variables (pressure, air humidity, etc)
69(1)
2.5.4 Perfect gases (dry air and water vapor)
70(1)
2.5.5 Kelvin's law: relative air humidity vs. capillary pressure
71(4)
2.5.6 Extended discussion on liquid/vapor thermodynamics (review)
75(2)
Chapter 3 Capillary Equilibria in Pores, Tubes and Joints 77(74)
3.1 Introduction and summary
77(1)
3.2 Capillary equilibrium in a single tube or planar joint of constant diameter or aperture
78(13)
3.2.1 Introduction: problem formulation and notations
78(1)
3.2.2 Capillary tube: pressure jump (Laplace-Young)
79(4)
3.2.3 Capillary tube: water height (Jurin)
83(1)
3.2.4 Capillary tube: extensions and examples (other fluids, etc.)
84(2)
3.2.5 Example of water/air equilibrium in a capillary tube: calculation of water height for a tube of diameter 100 μm
86(1)
3.2.6 Planar joint: introduction - planar geometry of the meniscus
87(2)
3.2.7 Planar joint: pressure jump across the water/air meniscus
89(1)
3.2.8 Planar joint: equilibrium height of meniscus (capillary rise)
90(1)
3.2.9 Example: parameter values for water and "light oil" in a joint
90(1)
3.3 Capillary equilibria in variable tubes and joints (a(x))
91(7)
3.3.1 Introduction, description of the problem, and hypotheses
91(2)
3.3.2 Non-existence of two-phase equilibria, depending on initial state
93(1)
3.3.3 Geometric correction for variable tubes/joints: wetting angle thetaφ(x) in a fixed frame
94(4)
3.4 Capillary equilibrium in a random set of tubes: calculation of water retention curve θψ
98(22)
3.4.1 Introduction and summary
98(1)
3.4.2 Capillary water/air equilibrium in a random set of "pores"; moisture retention curve theta(pc) for uniformly distributed radii
99(10)
3.4.3 Capillary water/air equilibrium and moisture retention curve θ(pc) for Pareto distributed radii with exponent ω = 2
109(6)
3.4.4 Limitations of the Boolean model of random tubes
115(4)
3.4.5 Soil water retention curves in hydro-agriculture (overview)
119(1)
3.5 Capillary equilibrium of soap films: minimal area surfaces and Euler-Lagrange equations
120(10)
3.5.1 Introduction and summary
120(1)
3.5.2 Soap film surface (preliminary formulation)
121(1)
3.5.3 Euler-Lagrange equations for minimizing integrals
122(3)
3.5.4 Euler-Lagrange equation minimizing the area
125(5)
3.6 Case study of soap film equilibrium between two circular rings: minimal area surface (catenoid)
130(18)
3.6.1 Presentation of the case study: soap film between two rings
130(1)
3.6.2 Formulation: minimal area surface between two coaxial circles
131(2)
3.6.3 Expressing Euler-Lagrange for the generating curve Y(x)
133(2)
3.6.4 Solution of Euler-Lagrange equations: catenoid surface between two coaxial circles of different diameters
135(4)
3.6.5 A special solution of the Euler-Lagrange equations: the catenoid surface between two identical coaxial rings
139(3)
3.6.6 Parametric study and conclusions (existence/unicity of the soap film depending on ring geometry)
142(6)
3.7 Additional topic: the equilibrium depth of a bubble
148(3)
Chapter 4 Pore-Scale Capillary Flows (Tubes, Joints) 151(90)
4.1 Introduction and summary: pore-scale flow in capillary tubes and planar joints (steady and transient)
151(2)
4.1.1 Introduction and summary
151(1)
4.1.2 Case of steady flow systems (single phase and two phase)
152(1)
4.1.3 Remark on the quasi-static nature of the water retention curve
152(1)
4.1.4 Case of transient flow problems
152(1)
4.1.5 Numerical experiment (2D visco-capillary invasion)
153(1)
4.2 Single-phase steady flow in tubes: Poiseuille, Darcy, Kozeny-Carman permeability
153(34)
4.2.1 Overview: Stokes, Poiseuille, Specific Area, Darcy, Kozeny permeability
153(1)
4.2.2 Specific area concept
154(2)
4.2.3 Poiseuille flow in a cylindrical tube or a planar joint
156(8)
4.2.4 Kozeny-Carman permeability for single-phase flow (from Poiseuille to Darcy)
164(23)
4.3 Unsaturated and two-phase steady flow in sets of planar joints: equivalent mesoscale quantities (porosity θ permeability k, capillary length λcap)
187(24)
4.3.1 Summary and overview
187(5)
4.3.2 Upscaling unsaturated flow through a set of joints (equivalent permeability, porosity, and capillary length)
192(2)
4.3.3 Upscaling two-phase flow in smooth or rough statistical joints: water retention 0(pc); conductivity curves {Kw(pc), KNw(pc)}
194(11)
4.3.4 Unsaturated or two-phase constitutive curves from statistical pore-scale models (discussion, review)
205(6)
4.4 Transient two-phase visco-capillary dynamics: interface motion X(t) in axially uniform or variable tubes/joints
211(21)
4.4.1 Introduction, objectives, and literature review
211(2)
4.4.2 Eulerian/Lagrangian equations for transient two-phase flow: axial interface displacement in tubes and joints
213(7)
4.4.3 Quasi-analytical results on transient dynamics of immiscible fluids: axial displacement in variably constricted tubes and joints
220(10)
4.4.4 Geometrical correction on interface dynamics X(t) in the case of very rough, highly variable tubes or joints (remarks)
230(1)
4.4.5 Interface dynamics X(t) in tubes, pores, joints (prospects)
231(1)
4.5 Two-dimensional two-phase dynamics: transient drainage in a planar joint with randomly variable aperture field a(x,y)
232(5)
4.5.1 Introduction and summary
232(1)
4.5.2 The 2D "rough fracture" and its random aperture field a(x,y)
232(1)
4.5.3 The 2D synthetic drainage experiment (two-phase flow)
233(4)
4.6 Other transient capillary phenomena in fluid dynamics: waves, bubbles, etc. (brief indications)
237(4)
4.6.1 Capillary waves
237(1)
4.6.2 Rayleigh-Plateau instability
238(1)
4.6.3 Bubble dynamics and cavitation
239(1)
4.6.4 Liquid/vapor phase changes, boiling, bubbles in porous media
239(2)
Chapter 5 Darcy-Scale Capillary Flows in Heterogeneous or Statistical Continua (Richards and Muskat) 241(102)
5.1 Introduction, objectives and applications
241(11)
5.1.1 Introduction and summary
241(1)
5.1.2 Flow regimes and potential applications
242(1)
5.1.3 Hierarchy of scales and related issues (discontinuities)
243(1)
5.1.4 Material discontinuities in Darcy-scale flows
244(8)
5.2 Concepts: porous media, Darcy scale and REV (revisited)
252(3)
5.3 Single-phase Darcy-scale continuum flow equations (Navier-Stokes, Poiseuille, Darcy)
255(19)
5.3.1 Introduction and summary
255(1)
5.3.2 Darcy's law: from Navier-Stokes to Darcy in a nutshell
256(8)
5.3.3 Darcy's law for isotropic media (scalar permeability, single phase flow)
264(2)
5.3.4 Darcy's law for anisotropic media with tensorial or directional permeability (single-phase flow)
266(5)
5.3.5 Darcy's law from single-phase "Poiseuille flow" in fractures
271(3)
5.4 Richards equation for unsaturated water flow with fixed air pressure in the porous medium
274(35)
5.4.1 Introduction and summary (unsaturated flow)
274(1)
5.4.2 Darcy-Richards unsaturated flow equations
274(6)
5.4.3 Constitutive relationships theta(h), K(theta), K(h), C(h), D(theta), U(theta)
280(5)
5.4.4 Unsaturated curve models (theta(ψ), K(ψ)): overview
285(1)
5.4.5 Van Genuchten/Mualem (VGM) constitutive model for unsaturated moisture and conductivity curves (8(w), K(w))
286(7)
5.4.6 Gardner's exponential K(ψ) conductivity curve and extensions
293(8)
5.4.7 Nonlinear relations {K(ψ,x), theta(ψ,x)} for heterogeneous media
301(1)
5.4.8 Matching different nonlinear models for {theta(ψ),K(ψ)}: exponential versus Van Genuchten/Mualem (parameter analyses)
302(7)
5.5 Philip's theory of infiltration - vertical unsaturated flow
309(15)
5.5.1 Introduction: literature and background on infiltration problems
309(2)
5.5.2 Philip's theta-based unsaturated flow equation for theta(z,t)
311(1)
5.5.3 Philip's analytical solution: sorptivity and gravitational term; infiltration rate i(t) and volume I(t); moisture profiles theta(z,t)
312(3)
5.5.4 Philip's analytical solution versus numerical infiltration experiments (comparisons and identification of soil parameters "A" and "5")
315(5)
5.5.5 Ponding time under a fixed rainfall rate, from Philip's quasi-analytical solution i(t) with both gravitational and capillary terms
320(2)
5.5.6 Recapitulation, discussion, conclusions
322(2)
5.6 Darcy-Muskat equations for immiscible two-phase flow
324(19)
5.6.1 Introduction and summary (two-phase flow)
324(2)
5.6.2 Mixed formulation of Darcy-Muskat PDEs governing two-phase flow
326(8)
5.6.3 Nonlinear characteristic curves of porous media for two-phase flow
334(3)
5.6.4 Other two-phase quantities derived from the Darcy-Muskat equations
337(6)
Conclusion to Volume 1 and Outline of Volume 2 343(2)
References 345(22)
Index 367
Rachid Ababou is Professor at the University of Toulouse Institut National Polytechnique, France. He holds a Dr.-Ing. in Fluid Mechanics (Grenoble) and a PhD in Civil Engineering (MIT). He researches flow and transport in random porous media at the IMFT laboratory.