ekc337: reactor design & analysis core course for b.eng
TRANSCRIPT
EKC337: REACTOR DESIGN & ANALYSISCore Course for
B.Eng.(Chemical Engineering)Semester II (2009/2010)
Mohamad Hekarl Uzir, DIC.,MSc.,PhD.([email protected])
School of Chemical Engineering
Engineering Campus, Universiti Sains Malaysia
Seri Ampangan, 14300 Nibong Tebal, Seberang Perai Selatan, PenangEKC314-SCE – p. 1/164
Syllabus
1. External Diffusion:External diffusion effectsMass Transfer CoefficientDiffusion with chemical reaction
2. Internal Diffusion:Internal diffusion effectsEffective diffusivity
Diffusion and chemical reaction in a cylindrical pore
Thiele Modulus, φ and effectiveness factor, η
Falsified kinetics
EKC314-SCE – p. 2/164
Syllabus
3. Bioreactor Analysis and Operation:
Mixing and transfer of masses: Oxygen transfer andKla
Bioreactor kinetics: substrate consumption,biomass production, product formation and kineticsmodelsDesign of bioreactors
Role of transport processes in bioreactor design
EKC314-SCE – p. 3/164
Syllabus
4. Design of Multiple-Phase Reactors
Gas-liquid-solid reaction
Trickle-bed reactorSlurry reactor
Three-phase fluidised-bed reactors
5. Projects on COMPUTER APPLICATIONS (MATLABr)in REACTOR DESIGN
EKC314-SCE – p. 4/164
External & Internal Diffusion
1. Diffusion FundamentalsConsider a tubular-typed reactor, where the molarflow rate of reaction mixture in the z-direction isgiven by;
FAz= AcWAz
where WAzis the flux and Ac is the cross-sectional
area.Diffusion–spontaneous mixing of atoms ormolecules by random thermal motion which givesrise to the motion of the species relative to themotion of the mixture.
EKC314-SCE – p. 5/164
External & Internal Diffusion
CA,b
CA,s
CA(r)
External
diffusion
Internal
diffusion
Porous catalyst
pellet
External
surface
EKC314-SCE – p. 6/164
External & Internal Diffusion
1. Diffusion FundamentalsMolecules of a given species within a single phasewill diffuse from regions of higher concentrations toregions of lower concentrations (this gives aconcentration gradient per unit area between the 2regions).
External mass transfer:(a) Consider a non-porous particle where the entire
surface is uniformly accessible.(b) The average flux of reactant, CA to the fluid-solid
interface can be written as;
NA = kA(CA,b − CA)
EKC314-SCE – p. 7/164
External & Internal Diffusion
1. Diffusion FundamentalsExternal mass transfer:
(b) where CA,b is the bulk concentration of reactant Aand CA is the concentration at the solid-liquidinterface and kA is the mass-transfer coefficient.
(c) let the reaction rate, rA follows first order reaction;
rA = kCA
where k is the first order rate constant. Therefore,at steady-state;
kCA = kA(CA,b − CA)
EKC314-SCE – p. 8/164
External & Internal Diffusion
1. Diffusion FundamentalsExternal mass transfer:
(d) defining the dimensionless parameters;
x =CA
CA,b
Da =k
kA
thus;
Da =1− x
x
(e) where Da is defined as the ratio of reaction ratewith the convective/diffusive mass transfer rate.
EKC314-SCE – p. 9/164
Heterogeneous Reaction
Introduction to Heterogeneous and Multiphase Reactions
For pseudo-homogeneous assumption:Mass and heat transfer resistances betweendifferent phases are neglected–the reactor contentscan be treated as a single phase.Useful for preliminary design–truly homogeneoussystem.
For heterogeneous model –used when temperatureand concentration need to be distinguished betweenthe phases.
EKC314-SCE – p. 10/164
Heterogeneous Reaction
Introduction to Heterogeneous and Multiphase Reactions
For real reactor : (multiphases–Multi-Phase Reactors)Should be heterogeneous typeNormally used for systems involving fluid-fluidinteractions [liquid-liquid or gas-liquid]
EKC314-SCE – p. 11/164
Heterogeneous Reaction
Introduction to Heterogeneous and Multiphase Reactions
For solid state:solid as porous catalyst pellet:
1. not being consumed during reaction BUTchanges in physical & chemical states
2. pore blocking due to deposits of carbonaceousby-products [coking]
3. metal particles [active catalyst]–coalesce at hightemperature–therefore reduce surface area forreaction hence reducing rate constant [sintering]
EKC314-SCE – p. 12/164
Heterogeneous Reaction
Introduction to Heterogeneous and Multiphase Reactions
For solid state:solid as non-catalyst:
1. dissolution of solid through reaction with fluid2. burning off coke in catalyst pellet for its
regeneration3. most common utilisation of solid catalyst in
fixed-bed catalytic reactor -FBCR4. it is a turbular reactor packed with catalyst
through which the fluid species flow
EKC314-SCE – p. 13/164
Heterogeneous Reaction
Introduction to Heterogeneous and Multiphase Reactions
For solid state:Advantages of FBCR:
1. no solids handling2. little solids attribution3. high surface area through use of porous catalyst4. plug flow operation can be achieved5. no separation of catalyst from reaction products
needed
EKC314-SCE – p. 14/164
Heterogeneous Reaction
Introduction to Heterogeneous and Multiphase Reactions
For solid state:Disadvantages of FBCR:
1. pressure drop2. complex arrangement (e.g. multitubular) for
reactions requiring high heat-exchange duties3. large down-time for catalyst which deactivate
rapidly
EKC314-SCE – p. 15/164
Heterogeneous Reaction
Interfacial gradient effects: Reaction at catalyst surface
CA
CsAs
CAs
Boundary layer Active centres
Concentration within the catalyst
Concentration at thecatalyst surface
Transfer flux
Bulk concentration
NA
z
FLUID SOLID0EKC314-SCE – p. 16/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For first order reaction:reaction rate at the catalyst surface:
rsAs = ksCsAs (1)
where ks is the rate constant at the catalyst surfaceand Cs
As is the concentration at the active surface atz = 0
at steady-state:
rsAs = NA = rA (2)
whereNA = kmc(CA − Cs
As) (3)EKC314-SCE – p. 17/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For first order reaction:the mass-transfer coefficient can also be expressedin terms of mole fraction & pressure:
kmy =NA
(yA − ysAs)
and
kmp =NA
(pA − psAs)
and kmc = kmp = kmy
EKC314-SCE – p. 18/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For first order reaction:substitute (3) into (1):
NA = ksCsAs
ksCsAs = kmc(CA − Cs
As)
CsAs =
kmcCA
ks + kmc
(4)
EKC314-SCE – p. 19/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For first order reaction:substitute into (1) and upon rearrangement gives;
1
ko=
1
kmc
+1
ks(5)
where ko is the overall rate constant.Limiting cases :
1. kmc >> ks [rapid mass transfer]
ko ∼ ks
andCs
As ∼ CAEKC314-SCE – p. 20/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For first order reaction:Limiting cases :
2. ks >> kmc [rapid reaction]
ko ∼ kmc
andCs
As ∼ 0
EKC314-SCE – p. 21/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For Second order reaction:the rate of reaction is expressed by;
rsAs = ksCsAs
2 (6)
at steady-state;
ksCsAs
2 = kmc(CA − CAs)2
ksCsAs
2 + 2kmcCACsAs − kmcC
sAs
2 = kmcC2A
EKC314-SCE – p. 22/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For Second order reaction:Limiting cases :
1. kmc >> ks:
rA ∼ ksC2A
[second order dependent ] overall is reactionrate controlled
2. ks >> kmc:
rA ∼ kmcCA
[first order dependent ] overall is diffusioncontrolled regime
EKC314-SCE – p. 23/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For Complex reactions (analytical SOLUTION notusually possible):
mass-transfer can lead to difficulties inexperimentally determining rate coefficient & orderscan work under conditions:
1. reaction controlled:
kmc >> ks
[reduce TEMPERATURE (lower rate), increasefluid turbulence]
EKC314-SCE – p. 24/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
For Complex reactions (analytical SOLUTION notusually possible):
can work under conditions:2. diffusion controlled:
ks >> kmc
[increase temperature]
EKC314-SCE – p. 25/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:usually defined as the mass-transfer coefficient ofequimolar counter diffusion, k◦
m
relationship between k◦
m and km1. Equimolar counter diffusion:
NA = −NB
the total mass flux of component A:
NA = NTyA + CDAB
dyAdz
(7)
EKC314-SCE – p. 26/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:relationship between k◦
m and km1. since
NT = NA +NB = 0
thus
NA = CDAB
dyAdz
(8)
EKC314-SCE – p. 27/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:relationship between k◦
m and km1. upon integration of this leads to;
NA =CDAB
l(yA − ysAs) (9)
since
k◦
my =CDAB
l
and for equimolar counter diffusion;
k◦
my = kmy
EKC314-SCE – p. 28/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:relationship between k◦
my and kmy
1. which then gives;
kmc =kmy
C=
DAB
l(10)
2. For reaction in which total moles are notconserved
aA⇋ bB
EKC314-SCE – p. 29/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:relationship between k◦
my and kmy
2. which gives;
NB = − b
aNA (11)
substitute into Equation (7) leads to;
NAl = CDAB
a
bln
yAysAs
(12)
EKC314-SCE – p. 30/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:relationship between k◦
my and kmy
2. for NA = kmy(yA − ysAs) where
kmy =k◦
my
yfA
and
yfA =(1 + δAyA)− (1 + δAy
sAs)
ln(
1+δAyA1+δAys
As
)
where δA = (b−a)a
EKC314-SCE – p. 31/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:relationship between k◦
my and kmy
2. for general equation of the form;
aA + bB + . . .⇋ qQ + rR + . . .
therefore;
δA =(q + r + . . .)− (a+ b+ . . .)
a
forδA −→ 0, yfA −→ 1
EKC314-SCE – p. 32/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Determining the km value:relationship between k◦
my and kmy
2. thus; kmy = k◦
my
the j-factor:1. jD-factor:
defined as;
jD =k◦
mMm
GSc
23
k◦
m can be taken as k◦
my/k◦
mp, as long as;
k◦
m = kmyyfA = kmpPyfA = kmpPfA
EKC314-SCE – p. 33/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
the j-factor:1. for a flow in a packed-bed with spherical particles
and εb = 0.37;
jD = 1.66Re−0.51, for Re < 190
jD = 0.983Re−0.41, for Re > 190
2. jH-factor:defined as;
jH =hf
CpGPr
23
EKC314-SCE – p. 34/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Concentration partial pressure differences acrossexternal film:1. if ∆CA/∆PA ∼ 0 that is (yA ∼ 0) where the mass
transfer is very fast, therefore, rA can be expressedas function of bulk CA or PA
rA = rsAs = ksCA
since CA ∼ CsAs
2. using differential definition of rA, thus;
r′A
(
mol
kgcat · s
)
EKC314-SCE – p. 35/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Concentration partial pressure differences acrossexternal film:2. with the correction factor for area, am given by;
r′A = kmcam(CA − CsAs) (13)
but in terms of concentration (mole fraction);
r′A = amkmy(∆yA)
and upon rearrangement gives;
kmy =k◦
m
yfAEKC314-SCE – p. 36/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Temperature differences across the external film:1. taking energy balance at steady-state;
r′A(−∆Hr) = hfam(Tss − T ) (14)
but it is known that, r′A = kmyam∆yA uponsubstitution gives;
∆T = −∆Hr
(
jDjH
)(
Pr
Sc
)23(
∆yAyfA
)(
1
MmCp
)
(15)
∆T increases with the increase of ∆yA. → whenmass-transfer resistances is HIGH.
EKC314-SCE – p. 37/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Temperature differences across the external film:1. for gaseous flow in a packed-beds;
∆T ≈ 0.7
[
− ∆Hr
Mmcp
]
∆yAyfA
(16)
for maximum ∆T → ∆T |max occurs when ysAs = 0(for irreversible reaction)and for reversible reaction,
ysAs = yAequilibriumand yfA =
δAyAln (1 + δAyA)
EKC314-SCE – p. 38/164
Transport Processes inHeterogeneous Catalysis
Interfacial gradient effects
Temperature differences across the external film:1. for maximum temperature difference, substitute the
above terms into Equation (17) then, ∆T |max gives;
∆T |max = 0.7
[
− ∆Hr
Mmcp
]
ln (1 + δAyA)
δA(17)
EKC314-SCE – p. 39/164
Transport Processes inHeterogeneous Catalysis
Mass Transfer on Metallic Surfaces:
for a packed bed, concentration gradient, ∆C variationis SMALL–usually negligible
mass transfer may be significant when catalyst is aMETALLIC SURFACE1. catalyst monolith/honeycomb–[e.g. catalytic
converter]2. wire gauze–[oxidation of NH3]
advantages of this unit:1. LOW ∆P (due to porous structure)2. particulate in feed (NO clog-up bed)
EKC314-SCE – p. 40/164
Transport Processes inHeterogeneous Catalysis
Intra-Particle Gradient Effects:
Catalyst internal structure:reaction rate α catalyst surface areaarea range : 10 – 200 m2/g
activated carbon : 800 m2/g
sand : 0.01 m2/g
EKC314-SCE – p. 41/164
Transport Processes inHeterogeneous Catalysis
Intra-Particle Gradient Effects:
Catalyst internal structure:high areas through highly porous structure give highsurface area to volume ratiopore sizes are not uniform–pore sizes distributionexistspore size classifications:
1. Micropores: dpore < 0.3nm2. Mesopores: 0.3nm < dpore < 20nm3. Macropores: dpore > 20nm
IN CALCULATION → use MEAN PORE SIZE!!some catalysts–have bimodal distribution of poresizes ZEOLITE CATALYST
EKC314-SCE – p. 42/164
Transport Processes inHeterogeneous Catalysis
Intra-Particle Gradient Effects:
Catalyst internal structure:non-ZEOLITE catalystsactive metal dispersedand supported within a macroporous support matrixsuch as SILICA and ALUMINAFURTHER COMPLICATION: DIFFUSION RATEAND MECHANISMS VARY WITH PORE SIZE!
Pore diffusion:for a gas diffusion through a single cylindrical pore⇒ ratio of dpore to mean free path, λthe ratio determines whether OR not pore wallaffects the diffusion behaviour
EKC314-SCE – p. 43/164
Transport Processes inHeterogeneous Catalysis
Intra-Particle Gradient Effects:
λ dpore
where λ is the distance between the two molecules of gasfor collision.
for dpore >> λ:1. molecular diffusion dominates–Fickian Diffusion2. for example; gases at HIGH pressure or liquids
EKC314-SCE – p. 44/164
Transport Processes inHeterogeneous Catalysis
Intra-Particle Gradient Effects:
for dpore << λ and dmolecule < λ:1. molecular interaction with pore wall dominates2. diffusion described by Knudsen’s Law of Diffusion3. for example; gases at LOW pressure but NOT
liquids (molecular structure of liquid is too high)
for dpore << λ and dmolecule ≃ λ:1. complex interaction of diffusing molecules with
force-fields of molecules making up the wall2. referred to Configurational Diffusion OR activated
diffusion3. very difficult to predict
EKC314-SCE – p. 45/164
Transport Processes inHeterogeneous Catalysis
Intra-Particle Gradient Effects:
for dpore << λ and dmolecule ≃ λ:4. for example:
(a) large hydrocarbon molecules [petroleumdesulphurisation]
(b) pores of VERY SMALL size [zeolite crystals andbiological cell walls]
EKC314-SCE – p. 46/164
Transport Processes inHeterogeneous Catalysis
Intra-Particle Gradient Effects:
dpore
when dpore << λ and dmolecule < λ:
dpore
when dpore << λ and dmolecule ≃ λ:
EKC314-SCE – p. 47/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
For binary molecular diffusion; (for gases)
Dmi,kα
T32
P
Diffusion coefficient for the key component through amixture of the other components, Dmi,m
Ni = yi
Nc∑
k=1
Nk − CDmi,m
dyidz
EKC314-SCE – p. 48/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
With the Stefan-Maxwell equation for diffusion, Dmi,m
can be calculated from the actual binary diffusion datausing;
1
Dmi,m
=
∑Nc
k=11
Dmi,k
(yk − yivkvi)
1− yi∑Nc
k=1vkvi
where v is the stoichiometric coefficient.
The Knudsen diffusion coefficient, DK can becalculated using;
Dki α
(
T
Mmi
)12
· dporeEKC314-SCE – p. 49/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
AndDki 6= f(P )
when P ↑: transport regime can switch fromKnudsen to molecular diffusion.
Micropore diffusion coefficient – difficult to predict –and always relies on experimental measurement
For NON-zeolite catalysts – molecular & Knudsendiffusion dominate and the pore diffusion coefficient,Dp is a function of Dm and Dk
EKC314-SCE – p. 50/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
Where Dp ⇒ the pore diffusion coefficient for a singlepore
→ dporeλ
> 20
(molecular diffusion controlling) thus,
Dp = Dm
→ dporeλ
< 0.2
(Knudsen diffusion controlling) thus,
Dp = DkEKC314-SCE – p. 51/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
For intermediate values, both diffusion types areimportant.
Use the Bosanquet Equation to estimate Dp where;
1
Dp
=1
Dk
+1
Dm
EKC314-SCE – p. 52/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
If given Dp, the approximation of Deff is given by;
Deff =εDp
τp
where Deff is the effective diffusion coefficient, εp is theintraparticle void fraction and τp is the tortuosity factor.
EKC314-SCE – p. 53/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
Comparing diffusion in a single pore, (a) & diffusion ina porous pellet, (b):
ANA = -Dp dCA/dz
CA,1z CA,2
tortuous path
(a) (b)
EKC314-SCE – p. 54/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
The cross-sectional area available for diffusion = Aεp,thus, lower NA.
Tortuous molecules path and changing porecross-sectional area due to constrictions, thus dCA
dzis
reduced.
Therefore;
NA = −εDp
τp
dCA
dz
For zeolite;τp = 3 ∼ 10
EKC314-SCE – p. 55/164
Transport Processes inHeterogeneous Catalysis
Correlations for Diffusion Coefficient:
NOTE:
τp =tortuosity
constriction factor
where;
tortuosity =actual diffusion path length
shortest radial pellet length
If Deff is given, then the combined diffusion & reactionwithin a catalyst pellet can be considered.
Reaction at the surface–diffusion & reaction take placesimultaneously rather than consecutively.
EKC314-SCE – p. 56/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Concentration profile for porous catalyst pellet:
Concentration
Position
significant external mass
transfer
negligible external mass
transfer
central axis of pellet
CA
TA
LY
ST
external
film
CsA,s
CA
bulk concentration
concentration
on the surface
CA,s concentration
within the catalyst
0rpr
EKC314-SCE – p. 57/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
The rate of reaction is measured under conditionswhere external and internal mass-transfer resistancesare negligible; ⇒ r∗A [use small particle!]
When mass-transfer is important;
CA > CAs
1. CANNOT use bulk concentration to calculate theactual (observed ) reaction rate.
2. NEED to relate rA to r∗A using the EffectivenessFactor :
η =rAr∗A
EKC314-SCE – p. 58/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
η < 1 for ISOTHERMAL or ENDOTHERMIC reaction.
η is useful for DESIGN CALCULATION
For rigorous calculations, particularly for COMPLEXREACTION KINETICS and NON-ISOTHERMALoperation, BETTER to solve the simultaneousequations governing diffusion and reaction.
EKC314-SCE – p. 59/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
For packed-bed–external film mass-transferresistances ⇒ SMALL
ASSUME: situation depicted by the solid line inprevious graphr∗A is the reaction rate measured if all of the pelletsgive concentration of Cs
As, thus;
r∗A = rAs[CsAs] = rsAs
andη =
rArsAs
EKC314-SCE – p. 60/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]consider material balance through the incrementalsection of a catalyst SLAB of area, a;
r = 0
r
r + ∆r
rp
∆r r
Incremental
section
NA
EKC314-SCE – p. 61/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]
IN−OUT = CONSUMPTION
(NA · a)|r+∆r − (NA · a)|r = rAsa∆r
dividing by a∆r and let lim∆r→0 gives;
dNA
dr= rAs = kvCAs
EKC314-SCE – p. 62/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]For no convective flow in pellet, Fick’s Law isobeyed;
NA = DeA
dCAs
dr
upon substitution gives;
DeA
d2CAs
dr2= kvCAs (18)
for constant DeA with respect to radius, r.
EKC314-SCE – p. 63/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]integrating Equation (18) using the followingboundary conditions;
r = rp : CAs = CsAs
r = 0 :dCAs
dr
gives;
CAs
CsAs
=cosh
(
r ·√
kvDeA
)
cosh(
rp ·√
kvDeA
) (19)
EKC314-SCE – p. 64/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]where Thiele Modulus can be defined as;
φslab = rp
√
kvDeA
EKC314-SCE – p. 65/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]
1.0
1.0 0.0
CA
s/C
sA
s
r/rp
φslab = 0
φslab = rp(kv/DeA)1/2
As φslab increases - the rate
constant becomes SMALLER
INCREASING
EKC314-SCE – p. 66/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]for spherical pellet, asphere = 4πr2
applying the same method as for SLAB; the finalequation leads to;
CAs
CsAs
=rpr
sinh(
r√
kvDeA
)
sinh(
rp√
kvDeA
) (20)
EKC314-SCE – p. 67/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]for cylindrical-shaped pellet, acylinder = 2πr(L+ r)
applying the same method as for SLAB; the ratiogives;
CAs
CsAs
=I1I0
r√
kvDeA
rp√
kvDeA
(21)
where I is the Bassel function given by;
In(r) = rn∞∑
m=0
(−1)mr2m
22m+nm!(n+m)!
EKC314-SCE – p. 68/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Pseudo-First Order Reaction: [A → Product]GENERALLY;
1
rm
d
dr(rmNA) = rAs (22)
where;1. for SLAB; m = 02. for CYLINDER; m = 13. for SPHERE; m = 2
EKC314-SCE – p. 69/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)It is given by;
ηe =observed reaction rate
reaction rate at pellet surface conditions
⇒ ηe =rArAs
(23)
EKC314-SCE – p. 70/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)Isothermal and Endothermic reactions; rsAs gives amaximum reaction ratesince;
CsAs > CAs
AND[rsAs = kvC
sAs] ≥ [rA = kvCAs]
AND therefore;ηe ≤ 1
EKC314-SCE – p. 71/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)For a very HIGH diffusional resistances withincatalyst, NEGLIGIBLE penetration of reactant intopellet;
CAs = 0, rAs = 0, ηe = 0
thus, the range of ηe;
0 ≤ ηe ≤ 1
EKC314-SCE – p. 72/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)With the value of ηe, rA can be determined using;
rA = ηe · rsAs
⇒ rA = ηe(kvCsAs)
⇒ rA = ηe(kvCA)
NOTE: This is only for NEGLIGIBLE external filmmass transfer resistances!
EKC314-SCE – p. 73/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)FOR SLAB:The rate of reaction is given as;
rAs = kvCAs
substitute into the average rate of reaction gives rAwhich can be used to obtain ηeFinal solution for SLAB-type catalyst;
ηe =tanhφslab
φslab
(24)
EKC314-SCE – p. 74/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)FOR SLAB:NOTE:
φslab → 0, ηe → 1
φslab → ∞, ηe ∼1
φslab
EKC314-SCE – p. 75/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)FOR SPHERE:By applying Equation (20), the Effectiveness factorfor spherical shape is given by;
ηe =3
φsphere
{
1
tanhφsphere
− 1
φsphere
}
(25)
NOTE:φsphere → 0, ηe → 1
φsphere → ∞, ηe ∼3
φsphere
EKC314-SCE – p. 76/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)FOR CYLINDER:
ηe =I1(2φcylinder)
I0(2φcylinder)
1
φcylinder
(26)
NOTE:φcylinder → 0, ηe → 1
φcylinder → ∞, ηe ∼2
φcylinder
For a very SMALL φ, ηe will always converge toUNITY (1)!
EKC314-SCE – p. 77/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
The Effectiveness Factor for First Order Reaction:
η
φ10 20 30
1.0
cylinder
slab
sphere
EKC314-SCE – p. 78/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)The equations (ηe and φ) for sphere and cylinderare rather complexFrom the previous plot, the trend is similar only theline shift in the x-axisThiele Modulus can be redefined for any pelletgeometry such that ηe and φ curve coincide
EKC314-SCE – p. 79/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (for First-order reaction)Curve for sphere and cylinder coincide with slabcurve such that a relatively simple expressionreduces into;
ηe =tanhφ
φ
where φ is generally given by;
φ =Vp
Ap
√
kvDeA
(27)
EKC314-SCE – p. 80/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (General Order Reactions)For general order & reversible reactions;
φ =Vp
Ap
rsAs√2
{
∫ CsAs
C∗
As
DeArAsdCAs
}−12
(28)
where C∗
As is the equimolar concentration of thelimiting reactant (= 0 for an irreversible reaction)The above equation accounts for DeA varies withCAs
EKC314-SCE – p. 81/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Effectiveness Factor , ηe (General Order Reactions)It also assumes HIGH differential resistances suchthat within the region of ηe ∼ 1
φ
ELSE, C∗
As in the above equation needs to becalculated using;
rp =
∫ CsAs
C∗
As
DeAdCAs[
2∫ C′
A
C∗
As
DeArAsdC ′
A
] (29)
EKC314-SCE – p. 82/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Criteria for Intraparticle Diffusional Limitations:For known reaction kinetics ⇒ ηe can be calculated(ηe < 1 indicates diffusional limitation)The Weisz-Prater Criteria :Using;
φ =Vp
Ap
√
kvDeA
EKC314-SCE – p. 83/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Criteria for Intraparticle Diffusional Limitations:upon rearrangement gives;
φ2
(
Ap
Vp
)2
DeA = kv
for First-order reaction;
rA = ηersAs = ηkvC
sAs
EKC314-SCE – p. 84/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Criteria for Intraparticle Diffusional Limitations:eliminating kv gives;
Φ =rA
DeACsAs
(
Vp
Ap
)2
= ηeφ2 (30)
Φ is the Weisz-Prater ParameterCs
As ∼ CA under typical conditions.
EKC314-SCE – p. 85/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Criteria for Intraparticle Diffusional Limitations:The RHS of Equation (30) is measurable, then;
1. NEGLIGIBLE diffusional limitations; when;
φ ≪ 1, ηe ∼ 1
therefore;Φ ≪ 1
EKC314-SCE – p. 86/164
Transport Processes inHeterogeneous Catalysis
Diffusion and Reaction within a Catalyst Pellet:
Criteria for Intraparticle Diffusional Limitations:The RHS of Equation (30) is measurable, then;
2. CONSIDERABLE diffusional limitations; when;
φ ≫ 1, ηe ∼1
φ
therefore;Φ ≫ 1
The above method can be generalised to anyreaction scheme where appropriate for the ThieleModulus .
EKC314-SCE – p. 87/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
Temperature gradient, ∆T can be calculated byconsidering simultaneously the intraparticle mass andenergy balances.
For spherical pellet; the mass balance is given by;
1
r2DeA
d
dr
(
r2dCAs
dr
)
= rAs
similarly for energy balance;
1
r2λe
d
dr
(
r2dTs
dr
)
= rAs ·∆Hr (31)
EKC314-SCE – p. 88/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
Equation (31) is known as Fourier’s Law where λe isthe effective thermal conductivity of the pellet.
By eliminating rAs and integrating twice leads to;
∆Ts = (Ts − T ss ) =
∆HrDeA
λe
(CAs − CsAs) (32)
For irreversible reaction, ∆Ts is maximum whenCAs = 0 (OR C∗
As for an equimolar reversible reaction)thus;
∆Ts|max =−∆HrDeA
λe
CsAs (33)
EKC314-SCE – p. 89/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
Equation (33) is applicable to all pellet catalystgeometries.
For many industrial applications;
∆Ts|max
T ss
< 0.1
that is for small ∆Ts, ∆T (external film) can be large.
EXCEPT for HIGHLY exothermic reactions such assome oxidation and hydrogenation reactions.
The effect of ∆Ts on ηe is complex since, it willinfluence DeA as well as kv.
EKC314-SCE – p. 90/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
Consider the First-order non-isothermal reaction on apellet; the mass balance is given by;
1
r2DeA
d
dr
(
r2dCAs
dr
)
= rAs
andrAs = kvCAs
where
kv = A0e
(
−E
RT0
)
EKC314-SCE – p. 91/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
Upon substitution gives;
1
r2DeA
d
dr
(
r2dCAs
dr
)
= A0e
(
−E
RT0
)
CAs
putting into dimensionless form leads to;
d2C
dr2= φ′Ceγ(1−T )
where
C =CAs
CsAs
T =Ts
T ss
r =r
rpEKC314-SCE – p. 92/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
and both φ′ and γ is defined as;
φ′ =r2pA0e
−γ
DeA
and
γ =E
RT ss
EKC314-SCE – p. 93/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
Similarly, for energy balance;
d2T
dr2= −βφ′2Ceγ(1−T )
where
β =(∆Ts)max
T ss
=−∆HrDeAC
sAs
λeT ss
EKC314-SCE – p. 94/164
Transport Processes inHeterogeneous Catalysis
Temperature Gradient Within Catalyst Pellet:
β < 0:
β = 0:
β > 0: Exothermic
Isothermal
Endothermic
φ’
η
1.0
0.0010.1
EKC314-SCE – p. 95/164
Transport Processes inHeterogeneous Catalysis
Combined Interfacial [External] and Intraparticle [Internal]Resistances:
In the solution of intraparticle diffusional equation, CsAs
was assumed known;
CsAs = CA
and it remains constant.
When the external-film resistances are important, theBOUNDARY CONDITIONS for the solution of theintraparticle diffusion equation become;
r = rp : kmc(CA − CsAs) = DeA
∣
∣
∣
∣
dCAs
dr
∣
∣
∣
∣
rp
EKC314-SCE – p. 96/164
Transport Processes inHeterogeneous Catalysis
Combined Interfacial [External] and Intraparticle [Internal]Resistances:
and;
r = 0 :
∣
∣
∣
∣
dCAs
dr
∣
∣
∣
∣
0
= 0
For slab pellet with a First-order reaction, the solutionwith the above boundary conditions gives;
CAs =CA cosh φr
rp
coshφ+DeA
φ
rpkmcsinhφ
EKC314-SCE – p. 97/164
Transport Processes inHeterogeneous Catalysis
Combined Interfacial [External] and Intraparticle [Internal]Resistances:
Therefore, the Global Effectiveness Factor can bedefined as;
ηG =rate observed
rate at bulk fluid concentration
ηG =rA
rAsCA
EKC314-SCE – p. 98/164
Transport Processes inHeterogeneous Catalysis
Combined Interfacial [External] and Intraparticle [Internal]Resistances:
Which then gives;
1
ηG=
1
η+
φ2
Bim(34)
where Bim is Biot number for mass-transfer given by;
Bim =kmcrpDeA
For Bim ≫ 1.0, ηG = ηe.
EKC314-SCE – p. 99/164
Transport Processes inHeterogeneous Catalysis
Combined Interfacial [External] and Intraparticle [Internal]Resistances:
For the region of strong intraparticle diffusionallimitations, where;
φ → ∞and
ηe =1
φ
thus,1
ηG= φ+
φ2
Bim(35)
EKC314-SCE – p. 100/164
Fixed-Bed Catalytic Reactor Design
Describing the homogeneous models and modelsaccounting for interfacial and intrafacial gradientsusing;1. Effectiveness factor2. Actual pellet phase mass and energy balances
PLUG-FLOW REACTOR (PFR) model:the simplest PFR model is given by;
dni
dV= −ri = −r′iρb =
vi|vA|
r′Aρb (36)
EKC314-SCE – p. 101/164
Fixed-Bed Catalytic Reactor Design
PLUG-FLOW REACTOR (PFR) model:when ni = uaCi and dV = adz, thus, the equationreduces into;
d
dz(uCi) = −r′iρb =
vi|vA|
r′Aρb (37)
since u 6= constant, therefore momentum equationis required.
EKC314-SCE – p. 102/164
Fixed-Bed Catalytic Reactor Design
PLUG-FLOW REACTOR (PFR) model:Using the Ergun equation of the form;
dp
dz= −E1u− E2u
2 (38)
to find the pressure along the bed, where;
E1 =180µ(1− εb)
2
d2pε3b
and
E2 =1.8(1− εb)ρgMm
dpε3b
EKC314-SCE – p. 103/164
Fixed-Bed Catalytic Reactor Design
PLUG-FLOW REACTOR (PFR) model:If the flow is highly TURBULENT, E1 can beneglected.If the flow is LAMINAR, E2 can be omitted.While for a perfect gas;
∑
i
Ci =P
RT= ρg
For non-isothermal operation, energy balance isrequired to describe T–z variation
EKC314-SCE – p. 104/164
Fixed-Bed Catalytic Reactor Design
PLUG-FLOW REACTOR (PFR) model:Energy balance across a fix-bed reactor is given as;
dT
dV= (
∑
i
nicpi) + ρbr′
A∆r −Qav = 0 (39)
whereQ = U(Tc − T ) (J/m2s)
and av is the surface area per unit reactor volume,(m1), therefore;
dT
dz= (U
∑
i
nicpi) + ρbr′
A∆r −Qav = 0 (40)
EKC314-SCE – p. 105/164
Fixed-Bed Catalytic Reactor Design
PLUG-FLOW REACTOR (PFR) model:where; U is the overall heat transfer coefficient,(J/m2s.K)and Tc is the temperature of cooling fluid (K)For no-separation of reactor species due to differentrates of axial dispersion OR intra-particle diffusion,Ci can be related to CA using the reactionstoichiometry;
(nAo− nA) → mol A reacted
thus;
ni = nio +νi|nA|
(nAo− nA)
EKC314-SCE – p. 106/164
Fluidised-Bed Reactors
These involve catalyst beds which are not packed inrigid but either suspended in fluid (for fluidised-bedreactor) or flowing with the fluid (transport reactor)
Fluidisation Principles (Overview):Downward flow in packed bed–no relativemovement between particles
1. ∆P α u for LAMINAR flow2. ∆P α u2 for TURBULENT flow
EKC314-SCE – p. 107/164
Fluidised-Bed Reactors
Fluidisation Principles (Overview):Upward flow through bed ⇒ ∆P is the same asdownward flow at LOW flow rate:
when frictional drag on particles become equal totheir apparent weight (actual weight LESSbuoyancy)–particle rearrange and offer LESSresistance to flow–results in bed EXPANSION.as u increases, process continues until bedassumes its “loosest” stable form of packing.
MINIMUM fluidisation velocity, umf–is the velocity ata point where fluidisation occurs!
EKC314-SCE – p. 108/164
Fluidised-Bed Reactors
Fluidisation Principles (Overview):When superficial velocity > umf ;
1. LIQUID fluidisation;bed continues to EXPAND with uit maintains a uniform characterand AGITATION of particleincreases–particulate fluidisation
EKC314-SCE – p. 109/164
Fluidised-Bed Reactors
Fluidisation Principles (Overview):When superficial velocity > umf ;
2. GAS fluidisation;gas bubble formation within a continuousphase consisting of fluidised solids.continuous phase refers to as thedense/emulsion phase–aggregation fluidisationat HIGH inlet flow rate: flow in emulsion phaseto particulate remains approx. constant butbubbles may be more rigorous.at HIGH inlet flow rate and a deepbed–bubbles coalesce forming slugs of gasthat occupy the entire cross-section of the bed.
EKC314-SCE – p. 110/164
Fluidised-Bed Reactors
Fluidisation Principles (Overview):An increase of bubbles within the bed gives ↑ V andthis lowers the transfer area.HIGH volume of bubbles also gives high residencetime.It behaves like fluid–hydrostatic forces aretransmitted and solid objects FLOAT when;densities of objects < density of bed
Intimate mixing and rapid heat transfer → easy tocontrol the TEMPERATURE (even for highlyEXOTHERMIC reaction)Type of fluidisation depends on [i] the particle sizeand [ii] relative density of the particles (ρs − ρg)
EKC314-SCE – p. 111/164
Fluidised-Bed Reactors
WHY Fluidisation?Can achieve a GOOD control of TEMPERATURECan work with VERY FINE particles for which
ηe ∼ 1
As catalyst improves–the rates of reactionINCREASE resulted form higher kv BUT;
φ =rp3
√
kvDeA
when fv ↑, the ONLY way to keep φ SMALL and ηeclose to 1 is to decrease rp
EKC314-SCE – p. 112/164
Fluidised-Bed Reactors
WHY Fluidisation?NOTE: an increase of kv will increase φ, therefore itwill be MASS TRANSFER controlling and NOTkinetics (reaction) the possible way is to REDUCErp
EKC314-SCE – p. 113/164
Fluidised-Bed Reactors
∆P versus uo for fluidised bed:
hysterisis due to
pressure differentblown out particles
(initiation of
particle entrainment)
log ∆P
log uo
umf
EKC314-SCE – p. 114/164
Fluidised-Bed Reactors
∆P versus uo for fluidised bed:NOTE:
1. LAMINAR FLOW:
∆P
L= −E1uo
→ log (∆P ) = C + log uo
2. TURBULENT FLOW:
∆P
L= −E2u
2o
→ log (∆P ) = C + 2 log uo
EKC314-SCE – p. 115/164
Fluidised-Bed Reactors
∆P versus uo for fluidised bed:Calculation of ∆P across fluidised bed: Consider adiagram below;
A
L
P1
P2
F1
F2
uo
uo = superficial velocity
at bed inlet
ut = terminal velocity
when pellet are
blown out of the
bed
EKC314-SCE – p. 116/164
Fluidised-Bed Reactors
∆P versus uo for fluidised bed:Resolving forces on the bed;
F1 = F2
P1A = P2A+ (ρs − ρg)(1− ε)ALg
(P1 − P2) = (ρs − ρg)(1− ε)Lg
−∆P = (ρs − ρg)(1− ε)Lg (41)
As P1 ↑, ∆P also ↑, and therefore, ↑ ε as the bedexpendsOR ↓ resistance as the gas by-pass throughbubbling and ∆P remains the same.
EKC314-SCE – p. 117/164
Fluidised-Bed Reactors
Calculation of the minimum fluidisation velocity, umf ;For LAMINAR flow;Using the previously defined Ergun equation[Equation (38)];
∆Pmf
Lmf
= −E1umf
⇒ umf =(1− εmf)(ρs − ρg)g
E1(42)
where
E1 =180µ(1− εmf)
2
d2p · ε3mf
EKC314-SCE – p. 118/164
Fluidised-Bed Reactors
Calculation of the minimum fluidisation velocity, umf ;For LAMINAR flow;Substitute into Equation (40) and simplify gives;
umf =1
180
ε3mf · d2p(1− εmf)
(ρs − ρg)g
µ(43)
For εmf ∼ 0.4 ⇒ the bed is packed with isometricparticles.
EKC314-SCE – p. 119/164
Fluidised-Bed Reactors
Calculation of the minimum fluidisation velocity, umf ;For TURBULENT flow [usually for coarse particles];Similarly, applying the Ergun equation ;
∆Pmf
Lmf
= −E1umf − E2u2mf = −(1− εmf)(ρs − ρg)g
and solving for umf explicitly gives;
Ga = 180(1− εmf)
ε3mf
Remf +1.75
ε3mf
Re2mf (44)
EKC314-SCE – p. 120/164
Fluidised-Bed Reactors
Calculation of the minimum fluidisation velocity, umf ;For TURBULENT flow [usually for coarse particles];where
Ga =ρg(ρs − ρg)gd
3p
µ2
is the Galileo’s Number and
Remf =ρgumfdp
µ
is the Reynold’s Number for minimum fluidisation.in reality, expect Darcy’s Law and Ergun equationto overestimate ∆Pmf .
EKC314-SCE – p. 121/164
Fluidised-Bed Reactors
Calculation of the minimum fluidisation velocity, umf ;For LAMINAR flow, many investigations haveshown that it is more accurate to use a value of 120rather than 180 in Equation (41).Equation (42) for TURBULENT flow DOES NOTaccount for;
1. Channeling of fluid2. Electrostatic forces between particles3. Agglomeration of particles4. Friction between fluid and vessel walls.
EKC314-SCE – p. 122/164
Fluidised-Bed Reactors
Calculation of turbulent velocity, ut;
Force exerted by flowing gas
mg
when the drag force exerted on a spherical particleby the upflowing gas, the gravitational force (basedon the apparent density) on the particle, then theparticle will be BLOWN OUT of the bed!
EKC314-SCE – p. 123/164
Fluidised-Bed Reactors
Calculation of turbulent velocity, ut;this can be shown by;
Fdrag = Vp(ρs − ρg)g
but (FROM FLUID FLOW NOTES);
Fdrag =1
2ρgu
2tCD · Ap
where CD is the drag coefficient. with Ap =πd2p4
thus;
Fdrag =πd2p8
· ρgu2t · CD
EKC314-SCE – p. 124/164
Fluidised-Bed Reactors
Calculation of turbulent velocity, ut;upon rearrangement gives;
ut =
√
4dp(ρs − ρg)g
3CDρg(45)
for spherical particles and Re < 0.4 where
Re =ρgutdp
µ
EKC314-SCE – p. 125/164
Fluidised-Bed Reactors
Calculation of turbulent velocity, ut;and the Drag coefficient is given by;
CD =24
Re
and Equation (43) reduces into Stoke’s Law of theform;
ut =(ρs − ρg)gd
2p
18µ(46)
EKC314-SCE – p. 126/164
Fluidised-Bed Reactors
Calculation of turbulent velocity, ut;for 1 < Re < 103;the Drag coefficient is given by;
lnCD = −5.50 +69.43
lnRe + 7.99
and for Re > 103;the Drag coefficient CD = 0.43, which gives;
ut =
√
3.1dp(ρs − ρg)g
ρg
EKC314-SCE – p. 127/164
Fluidised-Bed Reactors
Fluidisation regimes:For COARSE PARTICLES:
bubbles appear as soon as umf is exceeded.in TURBULENT regimes–bubbles life time isSHORT due to bubbles burst. Bed is quiteuniform–short circuiting of gas through bubbles isless likely.umf and particle blow-out coincide.in FAST fluidisation regime–there is the netentrainment of solids.in TRANSPORT regime–there is solid flow in thedirection of gas flow.carry-over (entrainment) separates particles bysize.
EKC314-SCE – p. 128/164
Fluidised-Bed Reactors
Fluidisation regimes:For FINE PARTICLES:
bubbles DO NOT appear as soon as minimumfluidisation is reached–instead, there is a uniformexpansion of bed.bed is more coherent rather than particlesbehaving independently.TURBULENT regime sets in well after uo exceedsut of an individual particle, thus, operate at higheruo.carry-over DOES NOT separate particles bysize–a more cohesive bed.
EKC314-SCE – p. 129/164
Fluidised-Bed Reactors
Fluidised-Bed Reactors: The ApplicationsIt is useful for highly EXOTHERMIC systemsAND/OR systems requiring close temperaturecontrol such as oxidation reactions.In a classical fluidised-bed operation, catalystparticles are retained in bed–little catalystentrainment.Some of the systems of reactions that usefluidised-bed include:
1. Oxidation of napthalene into phtalic anhydride.2. Ammoxidation of propylene to acrylonitrile.3. Oxychlorination of ethylene to ethylene dichloride.4. Coal combustion (injection of limestone for the
in-situ capture of SO2).EKC314-SCE – p. 130/164
Fluidised-Bed Reactors
Fluidised-Bed Reactors: The ApplicationsSome of the systems of reactions that usefluidised-bed include:
5. Roasting of oresEven with classical fluidised-bed, region above thesurface of bed contains some solid concentration.This concentration becomes constant as it is movedaway from the surface.
EKC314-SCE – p. 131/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Two-phase model:
the model is based on the interchange betweenthe two phases;
Bubble
phase
Emulsion
phase
uo, CAo
CAb|out CAe|out
CA
ub ue
CAb CAe
EKC314-SCE – p. 132/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Two-phase model:
for ISOTHERMAL fluidised-bed in emulsionphase, the material balance is given by;for bubble-phase:
fbub
dCAb
dz+ kI(CAb − CAe) + fbgbr
′
A = 0 (47)
for emulsion-phase:
feue
dCAe
dz−feDze
d2CAe
dz2−kI(CAb−CAe)+(1−fb)ger
′
A = 0
(48)
EKC314-SCE – p. 133/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Two-phase model:
also;uoCA = fbubCAb + feueCAe (49)
and the boundary conditions are;for bubble-phase:
z = 0 : CAb = CAo
EKC314-SCE – p. 134/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Two-phase model:
for emulsion-phase:
z = 0 : −Dze
dCAe
dz= ue(CAo − CAe)
z = L :dCAe
dz= 0
EKC314-SCE – p. 135/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Model simplification:
If ub ≫ ue, that is when ub ≫ umf , then theemulsion-phase∼closed (relatively negligible inletOR outlet flow). Thus Equation (46) reduces into;
kI(CAb − CAe) = (1− fb)ger′
A (50)
also neglecting the DISPERSION.The above equation assumes a stagnantemulsion phase BUT, CAe varies with bed lengthz.
EKC314-SCE – p. 136/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Estimation of parameters appearing in thetwo-phase model:
1. ub: bubble velocity:this is given by;
ub = (uo − umf) + ubr
where ubr is the bubble rise velocity when there isa SWARM of bubbles. This is separately given by;
ubr = α√
dbg
EKC314-SCE – p. 137/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Estimation of parameters appearing in thetwo-phase model:
1. ub: bubble velocity:where α = 0.64 for dt < 0.1m OR α = 1.6d0.4t for0.1m < dt < 1.0m OR α = 1.6 for dt > 1.0m
2. fb: bubble friction:this is given by;
fb =uo − umf
ub
EKC314-SCE – p. 138/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Estimation of parameters appearing in thetwo-phase model:
2. fb: bubble friction:BUT for ub ≫ umf
fb ∼uo
ub
3. fe: emulsion friction:This is given by
fe + fb = εf
where εf is the VOIDAGE of a fluidised-bed.EKC314-SCE – p. 139/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Estimation of parameters appearing in thetwo-phase model:
4. Lf and εf : length of bed and bed voidage:Given that the volume of solids constant, where;
Lf(1− εf) = Lmf(1− εmf) = L(1− εb)
⇒ 1− εf1− εmf
=Lmf
Lf
= 1− fb
given that fb and εmf ∼ 0.4, then Lf and εf can becalculated.
EKC314-SCE – p. 140/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Estimation of parameters appearing in thetwo-phase model:
5. Dze : diffusion coefficient of emulsion phase:Using;
Dze = f(uo, dt)
6. ue: emulsion velocity:Using
ue =umf
εmf
EKC314-SCE – p. 141/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Estimation of parameters appearing in thetwo-phase model:
7. gb and ge: mass of solid in bubble andemulsion phases respectively:Using;
fbgb + (1− fb)ge =m
A · Lf
8. kI : gas interchange coefficient:For two-phase models–kI often used as a fittingparameter such that model agrees with plantdata.
EKC314-SCE – p. 142/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Three-phase model:
ub
ue
emulsion
cloud
bubble
EKC314-SCE – p. 143/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Three-phase model:
there is an interchange of gas from bubble tocloud, then from cloud to emulsion in sequentialstepthis can be depicted in the diagram below;
kI,b
kI,e
CA,b CA,b CA,e
bubble cloud emulsion
EKC314-SCE – p. 144/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Three-phase model:
different mixing regimes in different phases canbe assumed.Kunnii-Levenspiel Model (k-L) assumesemulsion phase with no net gas flow.this is usually achieved for
uo
umf
> 6
EKC314-SCE – p. 145/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Example: k-L Model for First-order reaction
Consider the material balances:Bubble phase :
fbub
dCAb
dz+ kIb(CAb − CAc) + fbgbkCAb = 0
Emulsion phase :
kIe(CAc − CAe) = (1− fb − f ′
c)gekCAe
Cloud phase :
kIb(CAb − CAc) = kIe(CAc − CAe) + f ′
cgckCAc
EKC314-SCE – p. 146/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Example: k-L Model for First-order reaction
fc is with the units of m3cloud
m3bed
gc is in the form of kgm3
cloudwhich is approx. equal to
ge =ρb
1− fb
and f ′
c is normally given by;
f ′
c · fb =1.17
1.17 ·+ub
ue
EKC314-SCE – p. 147/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Example: k-L Model for First-order reaction
using equations for emulsion and could phasesand substitute into the bubble phase equationgives;
−ub
dCAb
dz= kCAb (51)
EKC314-SCE – p. 148/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Example: k-L Model for First-order reaction
and K is given by;
K = k
gb +1
kfbkIb
+ 1gcf ′
c+1
kfbkIe
+ 1ge(1−fb−f ′c)
fb
which is the effective rate constant for athree-phase fluidised-bed model ⇒ k-L rateconstant.
EKC314-SCE – p. 149/164
Fluidised-Bed Reactors
Modelling of fluidised-bed reactors:Example: k-L Model for First-order reaction
Integration of Equation (49) with boundaryconditions;
z = 0; CAb = CAo
leads to;CAb
CAo
=CA
CAo
= e−Kτb (52)
where τb =Lf
ub
EKC314-SCE – p. 150/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Example: Fluid Catalytic Cracking⇒fast reactions(small τ required) and rapid catalyst deactivation.Velocity of SOLIDS ≈ velocity of GAS. That is, NOSLIP VELOCITYUsually employed FINE SOLIDS such that ηe ∼ 1
For NO catalyst DEACTIVATION , riser is very muchlike pseudo-homogeneous Plug-Flow reactor (PFR)but
ε > εb
EKC314-SCE – p. 151/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
Given that;
ε
(
m3g
m3b
)
=Auo
Auo +ms
ρp
(53)
where ρp is the pellet density with units of kgm3
pellet
Upon simplification of Equation (51) gives;
ε
(
m3g
m3b
)
=1
1 + msAuoρp
(54)
EKC314-SCE – p. 152/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
The diagram is given;
solidgasms (kg/s)uo (m/s)
A
ε
EKC314-SCE – p. 153/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
From Equation (52);
ms ≪ uo : ε → 1
ms ≫ uo : ε → 0
for Packed-Bed reactor; εb → 0.4For NO catalyst deactivation:
uo
dCA
dz= −r′A(1− ε)ρp (55)
EKC314-SCE – p. 154/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
Catalyst deactivation in Fluid-Catalytic Crackingis believed to arise from:
1. coke deposition2. adsorption of certain species present in the
feedThus will give a reduction in the reaction rate(s)and therefore with time, with DeactivationFunction given by;
ΦA =r′A(t)
r′A(0)= f(t) (56)
EKC314-SCE – p. 155/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
The function can be of the form;
Φ = 1− αt
ORΦ = e−αt
Therefore Equation (53) becomes;
uo
dCA
dz= −r′AΦA(1− ε)ρp (57)
EKC314-SCE – p. 156/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
Where t = zuo
(NO SLIP) and it represents thetime for a particular catalyst to have spent in theriser.Sometimes, Φ is given as a function of the cokeconcentration on the catalyst pellets. It is practicalto express the concentration in the form of;
Cc
(
kgcokekgcatalyst
)
EKC314-SCE – p. 157/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
And the rate of formation of coke is given by;
rc
(
kgcokekgcatalyst · s
)
where rc can itself be deactivated as the coke isbeing produced!The balances for coke deposition is given by;
ms
A· dCc
dz= rcΦcρp(1− ε) (58)
EKC314-SCE – p. 158/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
The energy balances for the ADIABATIC riser canbe written as;
mgcpg + mscpsA
dT
dz= [r′AΦA(−∆HA) + rcΦc(−∆Hc)]
× ρp(1− ε) (59)
where cpg and cps are the specific heat capacitiesof gas and solid respectively in kJ
kg−Kand mg is the
mass flow rate of gas in kgs
EKC314-SCE – p. 159/164
Fluidised-Bed Reactors
Modelling of Transport Reactor (Riser):Calculation of ε:
And mg is given by;
mg =AuopoRTo
Mg
EKC314-SCE – p. 160/164
Multiphase Reactors
Involved GAS and LIQUID phases in contact with aSOLID.
The SOLID may be of the form of;1. catalyst particles dispersed in the liquid phase (Eg.
SLURRY REACTOR)2. packing for liquid distribution (Eg. PACKED-BED
ABSORBER)3. packing for liquid distribution and catalyst support
(Eg. TRICKLED-BED REACTOR and PACKEDBUBBLE REACTOR)
4. plates for liquid-gas contact (Eg. DISTILLATIONCOLUMN)
EKC314-SCE – p. 161/164
Multiphase Reactors
Reactors can also be classified in terms of whichphase is continuous and which is dispersed.
Referring to the diagram below:
LIQUID: continuous
GAS: disperse
LIQUID: disperse
GAS: continuous
LIQUID: continuous
GAS: continuous
GAS GAS GAS
LIQUID
LIQUID
LIQUID
Bubble reactor
Slurry reactor
Fermentation vessel
Spray tower
Trickle-bed reactor
Packed-bed reactor
Wetted-wall reactor
(falling film)
EKC314-SCE – p. 162/164
Multiphase Reactors
If mass-transfer resistance located in the liquid-film,use DISPERSE–gas phase and CONTINUOUS–liquidphase.
If mass-transfer resistance located in the gas-film,use CONTINUOUS–gas phase and DISPERSE–liquidphase.
Residence time, τ of reactant and heat transferconsideration will also dictate the type of reactor;1. plate columns can achieve long contact times
between gas and liquid, BUT poor TEMPERATUREcontrol
EKC314-SCE – p. 163/164
Multiphase Reactors
Residence time, τ of reactant and heat transferconsideration will also dictate the type of reactor;2. stirred-tank (BUBBLE and SLURRY), will have large
LIQUID:GAS ratio, BUT yet, cope with HIGH GASflow rates and therefore GOOD TEMPERATUREcontrol.
Reactors can have co- OR counter- current flow ofGAS and LIQUID to utilise driving force for MASS andHEAT transfers.
Where reactors are employed for GAS purification,then it is referred to as ABSORBERS.
EKC314-SCE – p. 164/164