butenes feed flow rate solution diagrams calculated using different liquid phase diffusion coefficient ±20%, ±50% for all investigated models: a Model 1, b Model 2, c Model 3 , d Model 4
Trang 1lower branch and a decrease of the mass transfer coefficient caused an increase of the conversion in steady states located on the lower branch; however the number of steady states and quality of higher steady states located on isolas did not change An interesting result is depicted in Fig 11b If the Chen-Chuang method is used to calculate the mass transfer coefficients, only one steady state is predicted for the operational feed flow rate of butenes (1900 kmol h-1) Multiple steady states are predicted only for a short interval of butenes feed flow rate (approximately 1500- 1750 kmol h-1) However, a 10 % increase of the mass transfer coefficients above the value calculated using the Chen- Chuang method (dashed line in Fig 11b) caused that multiple steady states appeared for the operational feed flow rate of butenes and the shape of the calculated curves were significantly similar to those calculated using the AICHE method On the other hand, a 10% decrease of the mass transfer coefficients below the value calculated using the Chen- Chuang method (dash-dotted line in Fig 11a) caused that multiple steady states almost completely disappeared
0.3 0.4 0.5 0.6 0.7 0.8 0.9
1.0 b)
1.5xD L 1.2xD L 1.0xD L 0.8xD L 0.5xD L
0.8 0.9 1.0
1.5xD L 1.2xD L 1.0xD L 0.8xD L 0.5xD L
butenes feed flow rate / [kmol/h]
Fig 12 Conversion of isobutene vs butenes feed flow rate solution diagrams calculated using different liquid phase diffusion coefficient (±20%, ±50%) for all investigated models: a) Model 1, b) Model 2, c) Model 3 , d) Model 4
From this follows that a 10 % change of the value of mass transfer coefficients may even affect the number of the predicted steady states and consequently the whole prediction of the reactive distillation column behaviour during dynamic change of parameters Investigations presented in Fig 11 were made under the assumption that all binary mass
Trang 2transfer coefficients (as well as the liquid in the gas phase) are by 10 % higher or lower than those calculated using empirical correlations (AICHE, Chen-Chuang) This is a very rough assumption which implies a potential uncertainty of the input parameters (diffusivity in the liquid or vapour phase, surface tension, viscosity, density, etc.) needed for the calculation of the mass transfer coefficients according to the correlations It is important to note that each input parameter needed for the mass transfer coefficient calculation may influence the general NEQ model steady state prediction relatively significantly Fig 12 shows isobutene conversion dependence on the butenes feed flow rate calculated using a) Model 1, b) Model
2, c) Model 3 , d) Model 4, whereby several different values of the diffusion coefficients in the liquid phase were used in each model To calculate the diffusion coefficients in a dilute liquid mixture, the Wilke-Chang (1955) correlation was used, which corresponds to the solid lines in Fig 12a-d To show the effect of of the diffusion coefficient uncertainty on the NEQ models steady state prediction, a 20 % and 50 % increase as well as decrease of the calculated diffusion coefficients was assumed From Fig 12 follows that the effect of the liquid phase diffusion coefficients on the steady states prediction using different models for mass transfer coefficient prediction is significantly different The most distinguishable influence can be noticed using Model 3 (i.e., the Chen- Chuang method, see Fig 12c) where the decrease of the diffusion coefficients led to notable reduction of the multiple steady state zone and the course of the curves was similar to that predicted by Method 4 (i.e., the Zuiderweg method, see Fig 12d) On the other hand, the increase of the diffusion coefficients led to isola closure and creation of a multiplicity zone similar to that predicted
by Method 1 (i.e., the AICHE method, see Fig 12a) and Method 2 (i.e., the Chan-Fair method, see Fig 12b) The effect of diffusion coefficients variation is very similar for Method
1 and Method 2 whereas the same equation was used for the number of transfer units in the liquid phase Method 4 (i.e., the Zuiderweg method, see Fig 12d) shows the smallest dependence on the diffusion coefficients change
4 Conclusion
A reliable prediction of the reactive distillation column behaviour is influenced by the complexity of the mathematical model which is used for its description For reactive distillation column modelling, equilibrium and nonequilibrium models are available in literature The EQ model is simpler, requiring a lower number of the model parameters; on the other hand, the assumption of equilibrium between the vapour and liquid streams leaving the reactor can be difficult to meet, especially if some perturbations of the process parameters occur The NEQ model takes the interphase mass and heat transfer resistances into account Moreover, the quality of a nonequilibrium model differs in dependence of the description of the vapour–liquid equlibria, reaction equilibria and kinetics (homogenous, heterogeneous reaction, pseudo-homogenous approach), mass transfer (effective diffusivity method, Maxwell - Stefan approach) and hydrodynamics (completely mixed vapour and liquid, plug-flow vapour, eddy diffusion model for the liquid phase, etc.) It is obvious that different model approaches lead more or less to different predictions of the reactive distillation column behaviour As it was shown, different correlations used for the prediction of the mass transfer coefficient estimation lead to significant differences in the prediction of the reactive distillation column behaviour At the present time, considerable progress has been made regarding the reactive distillation column hardware aspects (tray
Trang 3design and layout, packing type and size) If mathematical modelling is to be a useful tool for optimisation, design, scale-up and safety analysis of a reactive distillation column, the correlations applied in model parameter predictions have to be carefully chosen and employed for concrete column hardware A problem could arise if, for a novel column hardware, such correlations are still not available in literature, e.g the correlation and model quality progress are not equivalent to the hardware progress of the reactive distillation column
As it is possible to see from Figs 8a and b, for given operational conditions and a “good” initial guess of the calculated column variables (V and L concentrations and temperature profiles, etc.), the NEQ model given by a system of non-linear algebraic equations converged practically to the same steady state with high conversion of isobutene (point A in Fig 8) with all assumed correlations If a “wrong” initial guess was chosen, the NEQ model can provide different results according to the applied correlation: point A for Models 3 and
4 with high conversion of isobutene, point B for Model 2 and point C for Model 1 Therefore, the analysis of multiple steady-states existence has to be done as the first step of a safety analysis If we assume the operational steady state of a column given by point A, and start
to generate HAZOP deviations of operational parameters, by dynamic simulation, we can obtain different predictions of the column behaviour for each correlation, see Fig 9a Also, dynamic simulation of the column start-up procedure from the same initial conditions (for NEQ model equations) results in different steady states depending on chosen correlation, see Fig 9b
Our point of view is that of an engineer who has to do a safety analysis of a reactive distillation column using the mathematical model of such a device Collecting literature information, he can discover that there are a lot of papers dealing with mathematical modelling As was mentioned above, Taylor and Krishna (Taylor & Krishna, 2000) cite over one hundred papers dealing with mathematical modelling of RD of different complexicity And there is a problem: which model is the best and how to obtain parameters for the chosen model There are no general guidelines in literature Using correlations suggested by authorities, an engineer can get into troubles If different models predict different multiple steady states in a reactive distillation column for the same column configuration and the same operational conditions, they also predict different dynamic behaviour and provide different answers to the deviations generated by HAZOP Consequently, it can lead to different definitions of the operator’s strategy under normal and abnormal conditions and in training of operational staff
5 Acknowledgement
This work was supported by the Slovak Research and Development Agency under the contract No APVV-0355-07
6 Nomenclature
A b bubbling area of a tray, m2 (Table 4)
A h hole area of a sieve tray, m2 (Table 4)
A interfacial area per unit volume of froth, m2 m-3 (Eqs (15),(16))
a I net interfacial area, m2
Trang 4b weir length per unit of bubbling area, m-1 (Table 4)
C p heat capacity, J mol-1 K-1
c molar concentration, mol m-3
E energy transfer rate, J s-1
D Fick’s diffusivity, m2 s-1
D Maxwell-Stefan diffusivity, m2 s-1
F f fractional approach to flooding (Table 4)
F s superficial F factor, kg0.5 m-0.5 s-1(Table 4)
Δ r H reaction enthalpy, J mol-1
h heat transfer coefficient, J s-1 m-2 K-1
h L clear liquid height, m (Table 4)
h w exit weir height, m (Table 4)
J molar diffusion flux relative to the molar average velocity, mol m-2 s-1
K i vapour-liquid equilibrium constant for component i
[k] matrix of multicomponent mass transfer coefficients, m s-1
L liquid flow rate, mol s-1
M mass flow rates, kg s-1 (Table 4)
Q L volumetric liquid flow rate, m3 s-1(Table 4)
Q V volumetric vapour flow rate, m3 s-1(Eq.(17))
[R] matrix of mass transfer resistances, s m-1
r ratio of side stream flow to interstage flow
Sc V Schmidt number for the vapour phase (Table 4)
t residence time, s (Table 4)
Trang 5U molar hold-up, mol
u s superficial vapour velocity, m s-1
u sf superficial vapour velocity at flooding, m s-1
x mole fraction in the liquid phase
y mole fraction in the vapour phase
Z the liquid flow path length, m (Table 4)
z P mole fraction for phase P
Greek letters
β fractional free area (Table 4)
[Γ] matrix of thermodynamic factors
ε heat transfer rate factor
κ binary mass transfer coefficient, m s-1
λ thermal conductivity, W m-1 K-1
μ viscosity of vapour and liquid phase, Pa s
ξ reaction rate, mol s-1
ρ vapour and liquid phase density, kg m-3 (Table 4)
Superscripts
I referring to the interface
L referring to the liquid phase
V referring to the vapour phase
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Trang 9Mass Transfer through Catalytic Membrane Layer
be used (e.g zeolite or metallic membranes) or membranes that have been made catalytic by dispersion or impregnation of catalytically active particles such as metallic complexes, metallic clusters or activated carbon, zeolite particles, etc throughout dense polymeric- or inorganic membrane layers (Markano & Tsotsis, 2002) In the majority of the above experiments, the reactants are separated from each other by the catalytic membrane layer In this case the reactants are absorbed into the catalytic membrane matrix and then transported
by diffusion (and in special cases by convection) from the membrane interface into catalyst particles where they react Mass transport limitation can be experienced with this method, which can also reduce selectivity The application of a sweep gas on the permeate side dilutes the permeating component, thus increasing the chemical reaction gradient and the driving force for permeation (e.g see Westermann and Melin, 2009) At the present time, the use of a flow-through catalytic membrane layer is recommended more frequently for catalytic reactions (Westermann and Melin, 2009) If the reactant mixture is forced to flow through the pores of a membrane which has been impregnated with catalyst, the intensive contact allows for high catalytic activity with negligible diffusive mass transport resistance
By means of convective flow the desired concentration level of reactants can be maintained and side reactions can often be avoided (see review by Julbe et al., 2001) When describing catalytic processes in a membrane reactor, therefore, the effect of convective flow should also be taken into account Yamada et al., (1988) reported isomerization of 1-butene as the first application of a catalytic membrane as a flow-through reactor This method has been used for a number of gas-phase and liquid-phase catalytic reactions such as VOC decomposition (Saracco & Specchia, 1995), photocatalytic oxidation (Maira et al., 2003), partial oxidation(Kobayashi et al., 2003), partial hydrogenation (Lange et a., 1998; Vincent & Gonzales, 2002; Schmidt et al., 2005) and hydrogenation of nitrate in water (Ilinitch et al., 2000)
From a chemical engineering point of view, it is important to predict the mass transfer rate
of the reactant entering the membrane layer from the upstream phase, and also to predict
Trang 10the downstream mass transfer rate on the permeate side of the catalytic membrane as a function of the physico-chemical parameters The outlet mass transfer rate should generally
be avoided The mathematical description of the mass transport enables the reader to choose the operating conditions in order to minimize the outlet mass transfer rate If this transfer (permeation) rate is known as a function of the reaction rate constant, it can be substituted into the boundary conditions of the full-scale differential mass balance equations for the upstream and/or the downstream phases Such kind of mass transfer equations can not be found in the literature, yet For their description, two types of membrane reactors should generally be distinguished, namely intrinsically catalytic membrane and membrane layer with dispersed catalyst particle, either nanometer size or micrometer size catalyst particles Basically, in order to describe the mass transfer rate, a heterogeneous model can be used for larger particles and/or a pseudo-homogeneous one for very fine catalyst particles (Nagy, 2007) Both approaches, namely the heterogeneous model for larger catalyst particles and the homogeneous one for submicron particles, will be applied for mass transfer through a catalytic membrane layer Mathematical equations have been developed to describe the simultaneous effect of diffusive flow and convective flow and this paper analyzes mass transport and concentration distribution by applying the model developed
Membrane bioreactor (MBR) technology is advancing rapidly around the world both in research and commercial applications (Strathman et al., 2006; Yang and Cicek, 2006; Giorno and Drioli, 2000; Marcano and Tsotsis, 2002) Integrating the properties of membranes with biological catalyst such as cells or enzymes forms the basis of an important new technology called membrane bioreactor Membrane layer is especially useful for immobilizing whole cells (bacteria, yeast, mammalian and plant cells) (Brotherton and Chau, 1990; Sheldon and Small, 2005), bioactive molecules such as enzymes (Rios et al., 2007; Charcosset, 2006; Frazeres and Cabral, 2001) to produce wide variety of chemicals and substances The main advantages of the membrane, especially the hollow fiber, bioreactor are the large specific surface area (internal and external surface of the membrane) for cell adhesion or enzyme immobilization; the ability to grow cells to high density; the possibility for simultaneous reaction and separation; relatively short diffusion path in the membrane layer; the presence
of convective velocity through the membrane if it is necessary in order to avoid the nutrient limitation (Belfort, 1989; Piret and Cooney, 1991; Sardonini and DiBiasio, 1992) This work analyzes the mass transport through biocatalytic membrane layer, either live cells or enzymes, inoculated into the shell and immobilized within the membrane matrix or in a thin layer at the membrane matrix matrix-shell interface Cells are either grown within the fibers with medium flow outside or across the fibers while wastes and desired products are removed or grown in the extracapillary space with medium flow through the fibers and supplied with oxygen and nutrients (Fig 12 illustrates this situation) The performance of a hollow-fiber or sheet bioreactor is primarily determined by the momentum and mass transport rate (Calabro et al., 2002; Godongwana et al., 2007) of the key nutrients through the bio-catalytic membrane layer Thus, the operating conditions (trans-membrane pressure, feed velocity), the physical properties of membrane (porosity, wall thickness, lumen radius, matrix structure, etc.) can considerably influence the performance of a bioreactor, the effectiveness of the reaction The introduction of convective transport is crucial in overcoming diffusive mass transport limitation of nutrients (Nakajima and Cardoso, 1989) especially of the sparingly soluble oxygen Several investigators modeled the mass transport through this biocatalyst layer, through enzyme membrane layer (Ferreira et al., 2001; Long
et al., 2003; Belfort, 1989; Hossain and Do, 1989; Calabro et al., 2002; Waterland et al., 1975;
Trang 11Salzman et al., 1999; Carvalho et al, 2000) or cell culture membrane layer (Melo and Oliveira, 2001; Brotherton and Chau, 1990, 1996; Piret and Cooney, 1991; Sardonini and Dibiasio, 1992; Lu et al., 2001; Schonberg and Belfort, 1987) These studies analyze both the mass transport through the membrane and the bulk phase concentration change Against these detailed studies, there are not known mass transfer equations which define the mass transfer rate through a biocatalytic membrane layer, in closed forms as a function of the transport parameters as membrane Peclet number, reaction rate modulus as well as the Peclet number of the concentration boundary layer These equations could then be replaced
in the full-scale mass transfer models in order to predict the concentration distribution in the bulk liquid phase
When someone knows the mass transfer rate through the membrane, these rate equations now can be put into the full-scale mass balance equation as boundary value to describe the concentration distribution on the lumen side, feed side or on the shell side, permeate side The full-scale description of flow in crossflow filtration tubular membrane or in flat sheet membrane is also very often the object of investigations (Damak et al., 2004) A fluid dynamic description of free flows is usually easy to perform, and in a great majority of examples, the well known Navier-Stokes equations can be used to coupling Darcy’s law and the Navier-Stokes equations (Mondor & Moresoli, 1999; Damak et al., 2004) A steady-state, laminar, incompressible, viscous and isothermal flow in a cylindrical tube with a permeable wall is considered The Navier-Stokes equation and Darcy’s law describe the transfer in the tube and in the porous wall, respectively
2 Mass transfer through membrane reactor
Six membrane reactor concepts can be considered related to the catalysts location in the membrane modules (Seidel-Morgenstern, 2010) Topics of this paper are the concept when the catalyst particles are dispersed in the membrane matrix (the membrane serves an active contactor) or the membrane layer is intrinsically catalytic This concept is illustrated in Fig
1 The reactants are fed into the reactor from different sides and react within the membrane
catalyst
c
C A
J
Fig 1 Schematic illustration of catalytic membrane reactor
Before one can analyze the mass transport in the lumen or shell side of a capillary or on the two sides of a flat membrane, the outlet or inlet mass transfer rate at the membrane interface should be determined A schematic diagram of the physical model and coordinate system is given in Fig 2 The mass transfer rate depends strongly on the membrane properties, on the catalyst activity and the mass transfer resistance between the flowing fluid phase and membrane layer This mass transfer rate should then be taken into account in the mass balance equation for the flowing fluid (liquid or gas) phase, on both sides of membrane reactor This will be discussed in section 6
Trang 12The mass transport through a catalytic membrane layer can be diffusive (there is no
transmembrane pressure difference between the two sides of the membrane layer) or
diffusive+ convective transport These two modes of flow will be discussed separately due
to its different mathematical treatments in order to get the transfer rate
C δ
C
r
Fig 2 Illustration of the mass transfer through a membrane reactor
The other important classification of the reactors that, as it was mentioned, the membrane
reactor can intrinsically catalytic or it is made catalytic by dispersed catalyst particles
distributed uniformly in the membrane matrix In this latter case two types of mathematical
model can be used (Nagy, 2007), namely pseudo-homogeneous or heterogeneous models,
depending on the catalyst particle size It was shown by Nagy (2007) if the size of catalyst
particles less than a micron, the simpler homogeneous model can be recommended, in other
wise, the heterogeneous model should be applied
The differential mass balance equation can generally be given by the following equation for
the catalytic membrane layer with various geometries, perpendicular to the membrane
interface, applying cylindrical coordinate (Ferreira et al., 2001):
where p denotes a geometrical factor with values of 0 for cylindrical coordinate and -1 for
rectangular membranes The membrane concentration, C is given here in a unit of measure
of gmol/m3 This can be easily obtained by means of the usually applied in the e.g g/g unit
of measure with the equation of C=wρ/M, where w concentration in kg/kg, ρ – membrane
density, kg/m3, M-molar weight, kg/mol The most often recommended mass balance
equation (Marcano & Tsotsis, 2002), in dimensionless form, for membrane reactor is as
(R=r/Ro; C=c/co):
2
*1
o m
Trang 13C=1 at X=0, for all R (2a) 0
C R
2.1 Diffusive mass transport with intrinsic catalytic layer or with fine catalytic
particles
In both cases the membrane matrix is regarded as a continuous phase for the mass transport Assumptions, made for expression of the differential mass balance equation to the catalytic membrane layer, are:
• Reaction occurs at every position within the catalyst layer;
• Mass transport through the catalyst layer occurs by diffusion;
• The partitioning of the components (substrate, product) is taken into account (thus,
CHm=C*m where C*m denotes membrane concentration on the feed interface; see Fig 2);
• The mass transport parameters (diffusion coefficient, partitioning coefficient) are constant;
• The effect of the external mass transfer resistance should also be taken into account;
• The mass transport is steady-state and one-dimensional;
In case of dispersed catalyst particles they are uniformly distributed and they are very fine particles with size less than 1 μm, i.e they are nanometer sized particles It is assumed that catalyst particles are placed in every differential volume element of the membrane reactor The reactant firstly enters in the membrane layer and from that it enters into the catalyst particles where the reaction of particles is porous as e.g active carbon, zeolite (Vital et al., 2001) occurs or it enters onto the particle interface and reacts [particle is nonporous as e.g metal cluster, (Vancelecom & Jacobs, 2000)] Consequently, the mass transfer rate into the catalyst particles has to be defined first In this case, the whole amount of the reactant transported in or on the catalyst particle will be reacted Then this term should be placed into the mass balance equation of the catalytic membrane layer as a source term Thus, the differential mass balance equation for intrinsic membrane and membrane with dispersed nanosized particles differ only by their source term The cylindrical effect can only be significant when the thickness of a capillary membrane can be compared to the internal radius of the capillary tube as it was shown by Nagy (2006) On the other hand, the application of cylindrical coordinate hinders the analytical solution for first or zero-order reactions as well Thus, the basic equations will be shown here for plane interface and in the section 5 an analytical approach will be presented for cylindrical tube as well
2.1.1 Mass transfer accompanied by first-order reaction
Herewith first the reaction source term will be defined indifferent cases, namely in cases of intrinsically catalytic membrane and membrane with dispersed catalytic particles and the solution of the differential mass balance equation under different boundary conditions
Trang 14Catalyst with dispersed particles, reaction takes place inside of the porous particles; For catalytic
membrane with dispersed nanometer size particles, the mass transfer rate into the spherical
catalyst particle has to be defined The internal specific mass transfer rate in spherical
particles, for steady-state conditions and when the mass transport accompanied by
first-order chemical reaction can be given as follows (Nagy & Moser, 1995):
2
1 p p p
k R Ha
D
=
The external mass transfer resistance, through the catalyst particle depends on the diffusion
boundary layer thickness, δp The value of δp could be estimated from the distance of
particles from each other (Nagy & Moser, 1995) Namely, its value is limited by the
neighboring particles, thus, the value of βp will be slightly higher than that follows from the
well known equation of 2 o /
β
= , where the value of δp is supposed to be infinite
Thus, one can obtain (Nagy et al., 1989):
h d
δ = −From eqs 4 and 5 one can obtain for the mass transfer rate with the overall mass transfer
Trang 15Accordingly, the Φ value in eq 3 can be expressed as follows (Nagy et al., 1989):
21
m tot
ωδ βε
Φ =
Reaction occurs on the interface of the catalytic particles (Nagy, 2007) It often might occur that
the chemical reaction takes place on the interface of the particles, e.g, in cases of metallic
clusters, the diffusion inside the dense particles is negligibly Assuming the Henry’s
sorption isotherm of the reacting component onto the spherical catalytic surface (CHf=qf),
applying DdC dr k H C/ = f f boundary condition at the catalyst’s interface, at r=Rp, the Φ
reaction modulus can be given according to eq (7) with the following βsum value:
=+ (8)
where kf is the interface reaction rate constant The above model is obviously a simplified
one
2.1.1.2 Mass transfer rates
The differential mass balance equation for the reactant entering the catalytic membrane
layer is as follows in dimensionless form:
2 2
For the sake of generalization, in the boundary conditions you should take into account the
external mass transfer resistance on both sides of the membrane, though it should be noted
that the role of the o
Trang 16m m
D
βδ
=Similarly, the mass transfer rate for the downstream side of the membrane, at Y=1:
( )2
2
1cosh
tanh 1
o m
Eq 16 is a well known mass transfer equation for liquid mass transfer accompanied by
first-order reaction The mass transfer can similarly be obtained rate for the case when the outlet
concentration is zero, and, βδo→ ∞ :
o o tot
(18)
Trang 17To avoid the outlet flow of reactant is an important requirement for the membrane reactors
For it the operating conditions should be chosen rightly
2.1.2 Mass transfer accompanied by zero-order reaction
In this case the reaction rate is independent of the concentration of reactant in the membrane
layer The differential mass balance equation can be given as:
2 2 2
Fig 3 Illustration of the concentrations for second-order reaction
The case of dispersed catalyst particles in the membrane layer is not discussed here because
it unimportance for membrane reactor For the solution of the eq 19 let us use the following
The mass transfer resistance on the outlet side has not importance in that case because the
concentration rapidly decreases down to zero, thus does exist outlet mass transfer in a
Trang 18narrow reaction rate regime, only After solution, the concentration distribution can be given
as:
22
o m
2.1.3 Mass transfer accompanied by second-order reaction
It is assumed that the reagents (component A and B) are fed on the both sides of the
membrane reactor and they are diffusing through the membrane layer counter-currently
(Fig 3) The reaction term can be given for intrinsically catalytic membrane as follows:
Substituting the reaction term into eq (1) for e.g the A component and plane interface as
well as steady-state condition (DmA is constant) one can get:
2 2
This equation can be solved either by numerical method or an analytical approach can be
developed Such an analytical approach is given in details in Appendix The essential of this
method that the membrane layer is divided into N very thin sub-layer and the concentration
of one of the two components is considered to be constant in this sub-layer (see Fig 3 and
Fig 13) Thus, one can get a second-order differential equation with linear source term that
can be solved analytically In dimensionless form it is for the ith sub-layer as:
2 2
δ
Φ =
Trang 19where C denotes the average concentration of B component in the i B th sub-layer Solution of
eq 28 is well known (see eq 10) The general solution for every sub-layer has two
parameters that should be determined by the suitable boundary conditions (see Appendix):
After solution of the N differential equation with 2N parameters to be determined the T1
and S1 parameters for the first layer can be obtained as (ΔY is the thickness of the
C T
δ
ξξ
C S
δ
ξξ
Knowing the T1 and S1 the other parameters, namely Ti and Si (i=2,3,…,N) can be easily be
calculated by means of the internal boundary conditions given by eqs 30 and 31 from
starting from T2 and S2 up to TN and SN
After differentiating eq 10 and applying it for the first sub-layer, the mass transfer rate of
component A can be expressed as:
Trang 20−
The starting values of ξ1j and κ1j are as follows:
of component B has to be known It is easy to learn that trial-error method should be used to get alternately the component concentrations Steps of calculation of concentration of both components can be as follows:
1 Starting concentration distribution, e.g for component B should be given and one calculates the concentration distribution of component A;
2 The indices of sub-layer of A component have to be changed adjusted them to that of Bstarted from the permeate side of membrane, i.e at Y=1, thus, i subscript of Ai should
be replaced by N+1-i;
3 Now applying the previously calculated averaged Ai (A ), one can predict the i
concentration distribution of component B, using eqs 33 to 37, adapted them to component B;
4 These three steps should be repeated until concentrations do not change anymore;
Fig 4 The mass transfer rate a s a function of the catalyst phase holdup obtained by the pseudo-homogeneous model (Hm=H=1; Dm=1 x 10-10 m2/s; Cδo = ; 0 o o
δ
β =β → ∞ ; dp=2 μm;
δm=30 μm)