smith-d

58
Thermodynamics and chemical transport through a deforming porous medium Exploration Geodynamics Lecture David Smith, Glen Peters The University of Newcastle

Upload: varun2411

Post on 02-Oct-2015

212 views

Category:

Documents


0 download

DESCRIPTION

Smith-D

TRANSCRIPT

  • Thermodynamics andchemical transport through a deforming porous medium

    Exploration Geodynamics Lecture

    David Smith, Glen Peters

    The University of NewcastleCallaghan, Australia

  • At thermodynamic equilibrium and soChemical reactionWhere K = equilibrium constant

  • Principle of Minimum Potential EnergyStructural Engineering

  • Deformation of a Truss

  • Consilience (Edward Wilson)Physics (mechanics) traditionally been separate from chemistry.But they are not really separate.

    Two forces: gravity and electromagnetic.

    Electrical and chemical forces(actually merge one intoanother)

    Inorganic Chemistry: Shriver and Atkins

  • Thermodynamics is required to understand:Solid mechanics (e.g. fully coupled thermoelasticity)Material scienceGeochemistryInterfacial phenomena

  • OUTLINEWhat is thermodynamics? Concept of thermodynamic potentialsBriefly discuss 2 applicationsDarcys law and why water flows through soilBrief history of thermodynamics Thermodynamics of dissolution processesGetting the governing differential equations right: Transport through a deforming porous mediaCoupling between (ir)reversible processes

  • What is Thermodynamics?One approach to thermodynamics is through the atomic theory of matter (statistical mechanics)1 gram MW of a substance contains 6.023 x 1023 atoms or molecules 602,300,000,000,000,000,000,000

  • To completely define 1 litre of water, the position and velocity of every nuclei and every electron in the litre of water would have to be specified6.6 x 1026 co-ordinatesHowever, the litre of water can be characterized by the temperature, pressure and strength of the electro-magnetic field surrounding the water 3 co-ordinates

  • Ludwig Boltzmann came up with a way of getting a statistical measure of the likelihood of a particular configurations of nuclei and electrons

  • The Second Law of ThermodynamicsCorollary: At equilibrium, S is maximised

  • Times Arrow (Arthur Eddington)

  • The First Law of ThermodynamicsDefinition: Internal energy of the system (U) is the sum of the total potential and the kinetic energies of the atoms in the system

  • Thermodynamic PotentialsFor adiabatic systems, the amount of work required to change the internal energy of the system is independent of how the work is performedThe system is dependent on its initial and final states but independent of how it got thereHence the internal energy is a state function (or potential)

    [A state function (or potential) has a path independent integral between two points in the same state space]

  • pv is also a state function (or potential)Addition (or subtraction) of two potentials gives another potential

  • TS is another potential, and this may be subtracted from UTS may be subtracted and pv may be added to U

  • And substituting dU shows(S,p indep. variables)(T,v indep. variables)(T,p indep. variables) (S,v indep. variables)Legendre Transformations

  • Irreversible Processes

  • Well known thermodynamic fluxes:(Darcys Law)(Ficks Law)(Ohms Law)(Fouriers Law)

  • Rates of Entropy Production(Darcys Law)(Ficks Law)(Ohms Law)(Fouriers Law)

  • Lord Kelvin postulated existence of a dissipation potential (D)A potential implies the general reciprocal relationships between thermodynamics forces and fluxes;

  • Performing a Legendre transform on D

  • Couplings of Irreversible Processes

  • Thermodynamic Force (Gradient of Potential)

    Flow J

    Hydraulic

    head

    Temperature

    Electrical

    Chemical concentration

    Stress

    Fluid

    Hydraulic conduction

    Darcys law

    Thermo-osmosis

    Density changes

    Electro-osmosis

    Chemical osmosis

    Density change

    consolidation

    Heat

    Isothermal heat transfer

    Thermal conduction

    Fouriers law

    Peltier effect

    Dofour effect

    Fully coupled thermoelastcity

    Phase change

    Current

    Streaming current

    Thermoelectricity

    Seebeck effect

    Electric conduction

    Ohms law

    Diffusion potential and membrane potential

    Piezoelectricity

    Ion

    Streaming current

    Thermal diffusion of electrolyte

    Soret effect

    Electrophoresis

    Diffusion

    Ficks law

    Dissolution/

    precipitation

    Strain

    consolidation

    (change in effective stress)

    fracture

    Thermal expansion

    Density changes

    Piezo-

    electricity

    Dissolution and precipitate

    Consolidation

    (double-layer contraction)

    Elasticity

    Viscoelasticity

    Plasticity

    Viscous flow

    Consolidation

  • Couplings through constitutive equations

  • EXAMPLE 1

    Darcys law and why water flows through soil

  • Darcys law - flow of water through soil

  • EXAMPLE 2: Dissolution and precipitation

  • Dissolution and precipitation

  • EXAMPLE: reactive transport (i.e. transport with precipitation)

  • Soil Physical Chemistry 1999: Ed Sparks

  • Ion Activity Product varies from soil to soil:

  • Nucleation (Stumm and Morgan 1996)

  • Change in solubility product with pressureConsider reaction:

  • Change in solubility product with pressureStandard partial molar compressibilityFor the reaction we have

  • Change in solubility product with pressure (Langmuir 1997)Change in pressure of 180 bar increases solubility by 50%.

  • Soil Physical Chemistry 1999: Ed SparksEffect of shear stress

  • The Advection-Dispersion Equation:

    Boundary Conditions

  • Solute Mass FluxFlux = Advection + Diffusion

  • Advection and Mechanical DispersionThese processes cause perturbations of soluteconcentration and pore water velocity, hence,

  • The Advection-Dispersion Equation

  • Boundary ConditionsAt a boundary mass conservation requires the flux, f, to be continuous, that is,

    f(left of boundary,t) = f(right of boundary,t)

    f(0-,t)= f(0+,t)

    This holds for all times.

  • A simple exampleConsider a porous medium between an upstream reservoir with a concentration of c=c0 and a downstream reservoir that allows solute to drip freely from the porous medium.c=c0vPorous Mediumc=ceInlet BoundaryOutlet Boundary

  • The Inlet Boundary ConditionThis boundary condition ensures mass is conserved.

    Solute concentration is not continuous at boundary (solute concentration is continuous at the microscopic scale).

  • The outlet boundaryHowever, this does not agree with experiment.

    Experiment agrees with the semi-infinite model evaluated at the point x=L.

  • Why?Solute advection is only affected by upstream boundary conditions. However, the ADE requires downstream boundary conditions (ADE is a parabolic equation).

  • Mechanical dispersion is inherently an advective process and so should be described by a hyperbolic equation (i.e. the ADE is incorrect).

  • Conclusions Thermodynamics is a `keystone theory in modern physics, underpinning theories in all the applied sciences and engineering. In some disciplines, the relation between thermodynamics and their discipline has become obscured by the continual telling and retelling by successive generations.

  • Conclusions The contaminant transport equation requires some understanding of the underlying assumptions in order to use it properly.The transport of chemicals through a deforming porous media requires the derivation of a suitable transport equation from first principles.In much of engineering, thermodynamics is usually not taught in a systematic way, and first principles behind theories are skimmed over. This hampers fundamental research.

  • Conclusions The great task that lies ahead of the engineering and the applied sciences this century, is consilience between the different disciplines.