Download presentation
Presentation is loading. Please wait.
Published byVictor Edwards Modified over 9 years ago
1
Dr. R. Nagarajan Professor Dept of Chemical Engineering IIT Madras Advanced Transport Phenomena Module 6 Lecture 25 1 Mass Transport: Composite Planar Slab
2
Conservation Equations: Concentration fields are coupled by the facts that: Homogeneous reaction rates involve many local species All local mass fractions must sum to unity (only N-1 equations are truly independent) Species i mass conservation condition may be written as: local mass rate of production of species i 2 CONCENTRATION FIELDS, SURFACE MASS- TRANSFER RATES & COEFFICIENTS
3
Conservation Equations : Since i = i, by virtue of total mass conservation: and the species balance becomes: LHS proportional to (Lagrangian) rate of change of i following a fluid parcel RHS is “forced” diffusion flux 3 CONCENTRATION FIELDS, SURFACE MASS- TRANSFER RATES & COEFFICIENTS
4
Conservation Equations: PDEs for coupled to each other, and to PDEs governing linear momentum density v(x,t) & temperature field, T(x,t) All must be solved simultaneously, to ensure self- consistency Simplest PDE governing is Laplace equation: 4 CONCENTRATION FIELDS, SURFACE MASS- TRANSFER RATES & COEFFICIENTS
5
Conservation Equations: Laplace eq. holds when there are no: Transients Flow effects Variations in fluid properties Homogeneous chemical reactions involving species A Forced diffusion (phoresis) effects In Cartesian coordinates: 5 CONCENTRATION FIELDS, SURFACE MASS- TRANSFER RATES & COEFFICIENTS
6
Conservation Equations: Boundary conditions on are of two types: i along each boundary surface, or Some interrelation between flux (e.g., via heterogeneous chemical kinetics) Solution methods: Numerical or analytical Exact or approximate Solutions could be carried over from corresponding momentum or energy transfer problems 6 CONCENTRATION FIELDS, SURFACE MASS- TRANSFER RATES & COEFFICIENTS
7
ANALOGIES & ANALOGY-BREAKERS Heat-Transfer Analogy Condition (HAC) applies when: Fluid composition is spatially uniform Boundary conditions are simple Fluid properties are nearly constant All volumetric heat sources, including viscous dissipation and chemical reaction, are negligible known as functions of Re, Pr, Ra h, etc. 7
8
Corresponding temperature field: Under HAC, the rescaled chemical species concentration And corresponding coefficients,, will be identical functions of resp. arguments. 8 ANALOGIES & ANALOGY-BREAKERS A
9
MACs: Species A concentration is dilute ( ) specified constant along surface Negligible forced diffusion (phoresis) No homogeneous chemical reaction Analogy holds even when: Fluid flow is caused by transfer process itself (e.g., natural convection in a body force field) Analogy to linear momentum transfer breaks down due to streamwise pressure gradients 9
10
MAC: Schmidt number plays role that Pr does for heat transfer Mass-transfer analog of Ra h is: where defines dependence of local fluid density on A : 10 ANALOGIES & ANALOGY-BREAKERS
11
Correction Factors for Analogy-Breaking Phenomena: Two analogy breaking mechanisms: Phoresis Homogeneous chemical reaction Have no counterpart in energy equation T(x,t) BL situation: Substance A being transported from mainstream to wall A,w << A,∞ 11 ANALOGIES & ANALOGY-BREAKERS
12
Correction Factors for Analogy-Breaking Phenomena: Phoresis toward the wall: Distorts concentration profile Affects wall diffusional flux, where Nu m,0 mass transfer coefficient without phoretic enhancement; analogous to Nu h F(suction) augmentation factor 12 ANALOGIES & ANALOGY-BREAKERS
13
Correction Factors for Analogy-Breaking Phenomena: F(suction) is a simple function of a Peclet number based on drift speed, -c, boundary-layer thickness, m,o, and diffusion coefficient, D A : or In most cases 13 ANALOGIES & ANALOGY-BREAKERS
14
Correction Factors for Analogy-Breaking Phenomena: Homogeneous reaction within BL: A profile distorted, diffusional flux affected or 14 ANALOGIES & ANALOGY-BREAKERS
15
Correction Factors for Analogy-Breaking Phenomena: F(reaction) depends on Damkohler (Hatta) number: where k”’ relevant first-order rate constant; time -1 can be rewritten using: 15 ANALOGIES & ANALOGY-BREAKERS
16
Correction Factors for Analogy-Breaking Phenomena: For an irreversible reaction with A,w << A,∞ (F(reaction) 1 when Dam 0) Reaction augmentation factors Hatta factors F(Reaction) = m,o / m If only heterogeneous reactions occur, analogy is intact: Nu m = Nu m,0 16 ANALOGIES & ANALOGY-BREAKERS
17
QUIESCENT MEDIA Above conditions not sufficient in nondilute systems Mass transfer itself gives rise to convection normal to surface, Stefan flow v w fluid velocity @ interface Additional condition for neglect of convective transport in mass transfer systems: Inevitably met in dilute systems 17
18
Stefan flow becomes very important when A,w ≠ A,∞, and A,w 1 e.g., at surface temperatures near boiling point of liquid fuel 18 QUIESCENT MEDIA
19
COMPOSITE PLANAR SLAB T continuous going from layer to layer, but not A Only chemical potential is continuous Two unknown SS concentrations at each interface Linear diffusion laws to be reformulated using a continuous concentration variable Applies to nonplanar composite geometries as well 19
20
20 COMPOSITE PLANAR SLAB x Mass transfer of substance A across a composite barrier: effect of piecewise discontinuous concentration (e.g., mass fraction A (x))
21
Continuous composition variable = -phase mass fraction of solute A Corresponding mass flux through a composite solid (or liquid membrane) ,l concentration-independent dimensionless equilibrium solute A partition coefficients, ( A ( ) / A (l) ) LTCE, between phase and phase l (= …) m,eff stagnant film (external) thickness (resistance) 21 COMPOSITE PLANAR SLAB
22
Dilute solute SS diffusional transfer between two contacting but immiscible fluid phases in separation/ extraction devices Modeled as through two equivalent stagnant films of thicknesses m,eff ( ) and m,eff ( ) In series, negligible interfacial resistance between them “Two-film” theory (Lewis and Whitman, 1924) 22 COMPOSITE PLANAR SLAB
23
K A ( ) overall interface mass transfer coefficient (conductance) Satisfies “additive-resistance” equation (symmetrical replacement of and yields K A ( ) ) 23 COMPOSITE PLANAR SLAB
24
Gas absorption/ stripping: One phase (say ) vapor phase K relevant partition coefficient; inversely proportional to Henry constant, H: where M solvent molecular weight p A partial pressure of species A in vapor phase 24 COMPOSITE PLANAR SLAB
25
H dimensional inverse partition (distribution) coefficient (if -phase (vapor mixture) obeys perfect gas law) 25 COMPOSITE PLANAR SLAB
26
Addition of reagents to solvent phase : Reduces m,eff ( ) Simultaneous homogeneous chemical reaction increases liquid-phase mtc’s, accelerates rate of uptake of sparingly-soluble (large H) gases Additive (B) in sufficient excess => pseudo-first-order reaction ( linearly proportional to A, with rate constant k”’) 26 COMPOSITE PLANAR SLAB
27
where and 27 COMPOSITE PLANAR SLAB
28
When reaction is so rapid that the two reagents meet in stoichiometric ratio at a thin reaction zone (sheet): Distance between reaction zone & phase boundary plays role of B,b concentration of additive B in bulk of solvent i concentration of transferred solute A at solvent interface b gms of B are consumed per gram of A 28 COMPOSITE PLANAR SLAB
Similar presentations
© 2025 SlidePlayer.com. Inc.
All rights reserved.