In Class Transport PPT

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    Two major modes of mass transport

    1) Convectionbulk fluid motion

    2) Diffusionmolecular motion

    Random thermodynamically driven molecule motion

    Molecules like to be uniformly dispersed

    xAv x

    Density of target

    molecule A x velocity in

    the x direction

    Lets look at a control

    volume

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    What is a flux (N)?

    Flux = the amount of material crossing a unit area normal to thedirection of transport in a given unit of time

    Units [=] mass/area-time

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    Stresses = Force/Surface Area

    Shear stress- force applied tangentially (joints, eyelids on eyeballs)

    Normal stress- force applied perpendicular to surface (blood, fluid flow) Viscositymeasure of frictional resistance of fluid to the flow

    (higher viscosity = thicker fluid)

    Density- property of how closely material is packed or arranged

    Kinematic viscosity= (viscosity/density) similar to diffusivity [=] m2/s

    Reynolds Numbertells us laminar/turbulent flow = inertial forces/viscous forces

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    Dimensionless Analysis

    Reynolds Number, Re = Lv/ (Inertial forces)/(viscous forces)

    Peclet Number, Pe = vL/Dij (Mass transport by convection)/(mass transport by diffusion) >1, convection will be favored,

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    Diffusion / Convection Time Scales

    Quantity Length Scale

    (m)

    Proteins and nucleic acids 10-8

    Organelles 10-7

    Cells 10-5to 10-6

    Capillary spacing 10-4

    Organs 10-1

    Whole body 100

    Relevant Length Scales in

    Biological Systems

    0.0001

    0.001

    0.01

    0.1

    1

    10

    100

    1000

    10000

    100000

    0.00001 0.0001 0.001 0.01 0.1

    Time,s

    Distance, cm

    Effect of distance on diffusion

    and convection times

    Adapted from: Transport Phenomena in Biological Systems by GA Truskey, F Yuan, and DF Katz

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    Relative Importance of Diffusion and Convection

    Molecule MW (g/mole) Dij(cm2/ s) Diffusion Time,

    L2/Dij

    Pe = Lv/Dij

    Oxygen 32 2 x 10-5 5 0.05

    Glucose 180 2 x 10-6 50 0.50

    Insulin 6,000 1 x 10-6 100 1.0

    Antibody 150,000 6 x 10-7 167 1.67

    Particles Diameter Dij(cm2/s) Diffusion Time

    (s)

    Pe

    Virus 0.1 m 5 x 10-8 2,000 20

    Bacterium 1 m 5 x 10-9 20,000 200

    Cell 10 m 5 x 10-10 200,000 2,000

    For L = 100 m, and if v = 1 m/s, the time for convection is always equal to L/v = 100 s for all molecules and particles.

    Adapted from: Transport Phenomena in Biological Systems by GA Truskey, F Yuan, and DF Katz

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    Nomenclature:

    Fixed axes mass flux (what were used to):

    Mass, nAz = ii[=]kg/m2s

    Molar,Naz= CiVi[=] mol/m2s

    Moving axes mass flux (diffusion): Mass,jAz

    Molar,JAz

    A

    wn

    mass flow rate

    Notes:

    1) All fluxes have 2 subscripts:

    Letter 1: Molecule/component that we are examining flux of

    Letter 2: Direction of flux (x, y, z)

    2) Lowercase is mass, uppercase is molar

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    Nomenclature continued:

    zAzAAz vvj

    **

    zAzAAz vvcxJ

    zAzAAz vvcxJ

    mass average velocity of mixture in z-direction

    this form is seldom used

    molar average velocity of mixture in z-directionconcentration

    mole fraction of A

    AzAAz vn

    mass fraction of species A

    g/cm3*cm/s [=] g/cm2-s

    mass average velocity of mixture in z-direction

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    Solving mass transport problems

    Start with a mass balance (Component i):

    Typical boundary conditions:

    Set flux at boundary

    Set concentration at boundary

    Relationship between 2 species (i.e. Henrys law)

    Known reaction rate

    )()(

    )()()(

    inConsumptioiGeneration

    iMolesiMolesiAccum exitingentering

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    Control Volume Balance

    Rate of

    Accumulation ofmass of iin

    control volume

    =

    Transport of

    mass of iinto

    control volume

    -

    Transport of mass of

    iout of control

    volume

    +

    Gain/loss of mass of

    idue to chemical

    reaction

    Physical constraints on systemsBoundary Conditions

    Set concentration at boundary Gas-liquid Interface

    Relationship between 2 species (i.e. Henrys law)

    Impermeable SolidNo flux at surface

    Set flux at boundary

    Permeable Solid

    Chemical ReactionNix|1= Rix|2

    Known reaction rate

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    Diffusion in a thin slab

    Diffusive mass transport

    Concentration profile in a thin slab

    Helium slowlypenetratinga solid slab throughdiffusion

    Top surface replacedquickly(e.g., gas is swept awayby a stream of air)

    Ais the mass fraction of species A

    For this case, the solid sets the average velocity to zero

    and thus this is the same as fixed axes.

    Silica fused plate, top & bottom in

    contact with air

    Air below is replaced with

    He

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    Ficks Law

    Flux of component A through species B in the z-direction due to a concentration gradient in the z-

    direction

    dz

    dCD

    dz

    dDj

    LD

    A

    w

    AAB

    AABAz

    AAB

    diffusivity

    mass fraction of species A

    mixture density

    mass flow rate

    Concentration of species A

    Unit check:

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    Equations of change - Mass

    Mass balance equation of change (multi-componentequation of continuity)

    Mass/Molar flux formAppendix B.10 (BSL)Table 7.1 (TPBS)

    Mass/Mole fraction form (assuming Ficks law)Appendix B.11 (BSL)Table 7.2 (TPBS)

    Definitions/interrelationshipsTables 17.7-1, 17.7-2, 17.8-1, 17.8-2 (BSL)

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    Appendix B.10 (BSL)

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    Appendix B.11 (BSL)

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    Important Interrelationships

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    Important Interrelationships

    From TPBS

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    Solving problems

    Governing equation needs to be simplified through use

    of continuity equations

    Evaluate/determine occurring reactions (RA)

    Apply boundary conditions

    Solve

    zBzAA

    AABzA NNxz

    xcDN

    Typically need to eliminate one of these to solve

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    1. Diffusion Through Skin (Cartesian)

    Determine the pseudo steady state concentration

    profile of a solute as it diffuses through skin. Initial

    concentration at the surface is determined to be a

    function of the solution concentration in a patch (at

    x=0, CM=*Co) and the concentration at thecapillary is expected to be a function of the solute

    concentration in blood (at x=L, CM=*CL)

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    C f t

    Cylindrical System Example (Annulus)

    A drug is supplied in the blood. The concentration at

    the interior arterial wall in Cb(r=Rb). At the outer

    part of the arterial wall, conc=C0(r=R0). Determine

    the steady state concentration profile and flux of the

    drug into the artery at Rb. Neglect chemicalreactions.