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Catalysis Engineering - Kinetics
Catalytic Reaction Kinetics
Why Catalytic Reaction Kinetics ?Derivation rate expressionsSimplifications– Rate determining step– Initial reaction rate
Limiting cases– Temperature dependency– Pressure dependency
Examples
Catalysis Engineering - Kinetics
Reactor design equation - Packed bed
ν η= ⋅ ⋅ii W
dF rdW
stoichiometric coefficient i
catalyst effectiveness
rate expression
Molar flow i
‘bed coordinate’
Dimension of rate?
Catalysis Engineering - Kinetics
Rate expression
A + B C + DCatalyst
How much detail ?
A + B + * AB* * + C + D
A + B [intermediates] C + D
etc.
overall rate expression?
.....),,,,( catalystKkTpfr eqi=
conditions
rate constant(s) thermodynamics
Catalysis Engineering - Kinetics
Rate expression – Gas phase reaction
2CBA ckcckr ⋅−⋅⋅= −+
forward ratebackwardchance to success
amount of A × chance to meet B
Catalysis Engineering - Kinetics
Role of catalyst?
Concentrating reactantsadsorption/complexation
Providing alternative reaction pathcatalyst selectivityother activation energy barrier
But:– other components adsorb, too
block ‘active sites’– fixed number of ‘active sites’
rate constant
affect rate
affect rate
affect rate
other form rate expression expectedother form rate expression expectedCatalysis Engineering - Kinetics
Rate vs. pressure/concentration ?
ratemol/s.gcat
pressure / kPa
• fixed number of active sites• mono & bimolecular reactions
Catalysis Engineering - Kinetics
Rate expression – Catalysed reaction
CadsCB
adsA scksckr θθ ⋅⋅−⋅⋅= −+
forward ratebackwardchance to success
amount of A adsorbed
chance of adjacent B adsorbed
Note:• cgas and cads differ• ratios components differ
Catalysis Engineering - Kinetics
Kinetics
Rate expressions in principle crucial for– design– process start-up and control– process development and improvement– selection reaction model
Often used in catalysis– power rate models– models based on elementary processes
• extrapolation more reliable• intellectually process better understood
mj
ni ppkr ⋅⋅=
[ ]( )2
222
1/
BBAA
eqBABAT
pKpKKppKKksN
r++
−=
Catalysis Engineering - Kinetics
Simple example: reversible reactionA B
A B
A* B*
‘Elementary processes’
‘Langmuir adsorption’
monomoleculare.g. isomerization
Catalysis Engineering - Kinetics
Elementary processes
Rate expression follows from rate equation
r r r k p N k NA T T A= − = −− −1 1 1 1θ θ*
r r r k N k NT A T B= − = −− −2 2 2 2θ θ
r r r k N k p NT B B T= − = −− −3 3 3 3θ θ *
Eliminate unknown surface occupancies
Catalysis Engineering - Kinetics
Site balance:(3.5)
Steady state assumption:(3.6-7)
Rate expression:(3.9)
Elementary processes contd.
1= + +θ θ θ* A B
0
0
=
=
dtddt
d
B
A
θ
θ
321
321
:with(......)(......)(.....)
)/(
KKKK
ppKppkkkN
r
eq
BA
eqBAT
=
++−
=
MicrokineticsMichaelis-Menten
Algebraic eqs.
Catalysis Engineering - Kinetics
Quasi-equilibrium / rate determining step
r1
r2
r3
r-1
r-2
r-3
r
rate determining
‘quasi-equilibrium’
r = r2 - r-2
Catalysis Engineering - Kinetics
Rate expression - r.d.s.
r r r k N k NT A T B= − = −− −2 2 2 2θ θ
Rate determining step:
Eliminate unknown occupancies
Quasi-equilibrium:r r k p N k NA T T A1 1 1 1= =− − θ θ*
So: θ θ
θ θ
A A
BB
K p K kk
pK
= ⋅ =
= ⋅
−1 1
1
1
3
*
*
with:
Catalysis Engineering - Kinetics
Rate expression, contd.
Substitution:
{ }r r r k N K p k N p Kr k N K p k p k K K
T A T B
T A B
= − = −
= −− −
−
2 2 2 1 2 3
2 1 2 2 1 3
θ θθ
* *
*
//
K K K K ppeq
B
A eq
= =
1 2 3where:
Unknown still θ*
Catalysis Engineering - Kinetics
Rate expression, contd.
Site balance:
{ }1 1 1 3= + + = ⋅ + +θ θ θ θ* * /A B A BK p p K
( )θ * /=
+ +1
1 1 3K p p KA B
Finally:
{ }( )
rk N K p p K
K p p KT A B eq
A B
=−
+ +2 1
1 31/
/
Catalysis Engineering - Kinetics
Surface occupancies
Empty sites
Occupied by A
Occupied by B
( )θ BB
A B
p KK p p K
=+ +
//
3
1 31
( )θ AA
A B
K pK p p K
=+ +
1
1 31 /
( )θ * /=
+ +1
1 1 3K p p KA B
BKK
=3
1
Catalysis Engineering - Kinetics
Other steps rate determining
Adsorption r.d.s
Surface reaction r.d.s.
Desorption r.d.s.
{ }( )r
k N K p p KK p p K
T A B eq
A B
=−
+ +2 1
1 31/
/
{ }( )r
k N K K p p KK K p
T A B eq
A
=−
+ +3 1 2
2 11 1/
{ }( )r
k N p p KK p K
T A B eq
B
=−
+ +1
2 31 1 1/
/ /
Rule of thumb:Generally surface reaction r.d.s.Catalysis Engineering - Kinetics
Thermodynamics
Equilibrium constant
Adsorption constant
Reaction entropy
Reaction enthalpy
Adsorption enthalpy,<0(J/mol)
Adsorption entropy, <0(J/mol K)
atm-1
oooeq STTHTGKRT ∆−∆=∆= )()(ln
)(, TGi
oifi∑ ∆= ν
RTH
RSK
oo
A∆
−∆
=ln
Data sources: Handbooks, API,JANAFChemsage, HSC
Catalysis Engineering - Kinetics
Langmuir adsorption
Uniform surface (no heterogeneity)Discrete number of sitesNo interaction between adsorbed species
A + * A*
AA
AAA pK
pK+
=1
θ
KA /bar -1
0.1
1.0
10100
pA /bar
1.0
0.8
0.6
0.4
0
0.2
0 0.2 0.4 0.6 0.8 1.0
Catalysis Engineering - Kinetics
Multicomponent adsorption / inhibition
Langmuir adsorption
( )θ AA
A i i
K pK p K p
=+ + ∑
1
11
Inhibitors
Catalysis Engineering - Kinetics
Langmuir adsorption model
Generally used– although nonlinear, mathematically simple– simple physical interpretation– rather broadly applicable
• multicomponent adsorption• non-uniform surfaces
– ‘compensation effect’– very weak and strong sites do not contribute much
to the rate• for microporous media (activated carbons) often
not satisfactory
Catalysis Engineering - Kinetics
Dissociative adsorption
H2 + 2* 2H*
( )( )
θHH H
H H
K p
K p=
+2 2
2 2
0.5
0.51
Two adjacent sites needed
Catalysis Engineering - Kinetics
Initial rate expressions
Forward ratesProduct terms negligible
r k p A= '0 r k p
K pA
A A=
+
'0
01 r k= '
Adsorption Surface Desorption
r0
T1
T2
T3
pApA pA
T1
T2
T3
T1
T2
T3
See tutorial Catalysis Engineering - Kinetics
Dual site reaction :A + B C
A + * ↔ A*
B + * ↔ B*
A* + B* ↔ C* + *
C* ↔ C + *
(r.d.s.)
{ }{ }2
421
213
/1/KppKpKKpppKKNsk
rCBA
eqCBAT
+++
−=
Catalysis Engineering - Kinetics
Dual site reaction, contd.
{ }*3333 θθθθ CBAT kkNsrrr −− −⋅=−=
Number of neighbouring sites (here: 6)
Catalysis Engineering - Kinetics
More than one reactant
• One-site models
• Two-site models
e.g. hydrogenation, oxidation
dual site reaction
single site reaction
• Number of sites conditions dependent
)1(1 BABAA
BAABATABT pKpK
ppKKkNkNr++
== θ
2)1( BBAA
BBAATBAT pKpK
pKpKskNskNr++
== θθ
)1()1( BBAA
BBAATBAT pKpK
pKpKskNskNr++
== •∗θθ
( )( ){ }21
210
1 AA
AATT pK
pKNN+
=
different sites
optimal surface concentrationsoptimal adsorption strengths
Catalysis Engineering - Kinetics
Langmuir-Hinshelwood/Hougen-Watson models (LHHW)
r kinetic factor driving fo rceadsorp tion te rm
=⋅( ) ( )
( )n
includes NT, k(rds)For: A+B C+D
pApB-pCpD/Keq
molecular: KApAdissociative: (KApA)0.5 = 0, 1, 2...
number species inand before r.d.s.
Catalysis Engineering - Kinetics
What about observed: reaction orderactivation energy ?
Determination:
ii p
rnlnln
∂∂
=
ln r
ln pi
slope = order ni
ln r
1/T
slope = -Eaobs/R
TrRTE obs
a ∂∂
=ln2
LHHW models ? ( )r k N K p
K p K pT A A
A A B B
=+ +
2
1
Catalysis Engineering - Kinetics
Reaction order - Activation energy
( )r k N K p
K p K pT A A
A A B B
=+ +
2
1rate expression
Reaction order
Activation energy
BB
AA
nn
θθ
−=
−= 1
( ) BBAAaobsa HHEE ∆−∆−+= θθ12
• depend strongly on occupancy!• vary during reaction
limiting cases?
Catalysis Engineering - Kinetics
Limiting cases - forward ratesSurface reaction r.d.s. ( )
r k N K pK p K p
T A A
A A B B
=+ +
2
1
1. Strong adsorption Ar k NT= 2
E Eaobs
a= 2
A*
B*
A*#
Ea2
Catalysis Engineering - Kinetics
Limiting cases - forward rates
2. Weak adsorptionr k N K pT A A= 2
Surface reaction r.d.s. ( )r k N K p
K p K pT A A
A A B B
=+ +
2
1
E E Haobs
a A= +2 ∆
A*
A(g) + *
A*#
Ea2
Catalysis Engineering - Kinetics
Limiting cases - forward rates
3. Strong adsorption B
r k N K pK p
T A A
B B
= 2
Surface reaction r.d.s. ( )r k N K p
K p K pT A A
A A B B
=+ +
2
1
E E H Haobs
a A B= + −2 ∆ ∆
A*#
B* + A
B+*+AEa2
A*
Catalysis Engineering - Kinetics
Cracking of n-alkanes over ZSM-5J. Wei I&EC Res.33(1994)2467
AA pKkr 20 =
Aaobsa HEE ∆+= 2
Carbon number
negative!?Ea2
Eaobs
∆HA
kJ/mol
200
100
-200
-100
0
0 5 10 15 20
Catalysis Engineering - Kinetics
n-Alkanes cracking
Energy diagram
Initial state Transition state
Adsorbed state
A + *
∆HadsEa2
Ea,obs
A*B*,C*
Catalysis Engineering - Kinetics
Observed temperature behaviour
• T higher coverage lower• Highest Ea most favoured
Change in r.d.s.
1/T
ln robs
desorption r.d.s.
adsorption r.d.s.
Catalysis Engineering - Kinetics
Catalytic reaction kinetics, summary
Langmuir adsorption– uniform sites, no interaction adsorbed species,
finite number of sites, multicomponentRate expression derivation– series of elementary steps– steady state assumption, site balance – quasi-equilibrium / rate determining step(s)– initial rates (model selection)
LHHW models– inhibition, variable reaction order, activation
energy
simpler
mechanism kinetics
Catalysis Engineering - Kinetics
Hydrodesulphurization kineticsSie, AIChE-J 42(1996)3498
• Apparent second order behaviour• H2S inhibits strongly
Example HDS vacuum gasoil
0.0 0.1 0.2 0.3 0.4 0.5 0.6
1/LHSV (h)
0.00.20.40.60.81.01.21.41.61.82.02.2
1/S-
1/S
0(1
/wt.%
)
GasoilCoMo-aluminatrickle flowL=0.2-0.4 m
0.0 0.2 0.4 0.6 0.8 1.00.0
0.5
1.0
1.5
2.0
bed length
c
concentration
conversion
fast decrease followedby slow decrease
Catalysis Engineering - Kinetics
Composition oil fractions
S
S
SR R
S
RS S
R
RS
R
0 5 10 15 20 25 30
Vacuum gasoil
Simulated distillation b.p.
Sulphur compounds
Thioethers
ThiopheneBenzthiophene
Dibenzthiophene
Substituteddibenzthiophene
complex mixturesdifferent reactivities⇒lumping
Catalysis Engineering - Kinetics
Simulated profiles - HDS reactivity lumping
0.0 0.2 0.4 0.6 0.8 1.00.0
0.5
1.0
1.5
2.0
bed length
conc
entra
tion
Three lump model: first order reactionsSimulated model data:2nd orderk=10 m3/mol.sc0=2 mol/m3
Three lump model:1st ordersk1=36.1 s-1 c01=1.23k2=16.0 s-1 c02=0.59k3=7.5 s-1 c03=0.18
sum
1
23
Three lump model adequateInhibition through LHHW models Which groups lumped?
⇒model studies
Catalysis Engineering - Kinetics
Kinetic coupling between catalytic cycles
Bifunctional catalysis: Reforming
Isomerization n-pentane: n-C5 -> i-C5
Pt-function: n-C5 -> n-C5=
surface diffusionAcid function: n-C5= -> i-C5=
surface diffusionPt-function: i-C5= -> i-C5
Coupled catalytic cycles on different sites
low concentrationclose proximity
See tutorial
Catalysis Engineering - Kinetics
Initial rates - CO hydrogenation over Rh
Van Santen et al.
Kinetic model
1. CO + * ↔ CO*2. CO* + * → C* + O* (r.d.s.)
r sN kT CO0 2= ⋅θ θ *
{ }r sk N K p
K pT CO CO
CO CO0
221
=+
Initial rate
0.20.4
0.60.8
1.0
Occupancy (-)400
450500
550600
Temperature (K)
0
200
400
600
800
Rat
e
Catalysis Engineering - Kinetics
Catalysis Engineering - Kinetics
Catalysed N2O decomposition over oxidesWinter, Cimino
Rate expressions:
( )( )rk p
p Kobs N O
O
=+
2
21 3
0.5
r k pobs N O= ⋅ 2
( )r k p
pobs
N O
O
= ⋅ 2
2
0.5
1st order
strong O2 inhibition
moderate inhibition
Also: orders 0.5-1water inhibition
= Explain / derive =
Catalysis Engineering - Kinetics
N2O decomposition over Mn2O3
2 N2O 2N2 + O2
Vannice et al. J.Catal. 1996
Rate expression
( )( )r k N K pK p p K
T N O
N O O
=+ +
2 1
1 30.5
2
2 21
Kinetic model
1. N2O + * ↔ N2O*2. N2O* → N2 + O*3. 2 O* ↔ 2* + O2
Catalysis Engineering - Kinetics
N2O decomposition over Mn2O3Vannice et al. 1996
0.0 2.0 4.0 6.0 8.0 10.0
pO2 / kPa
0.0
0.1
0.2
0.3
0.4
r / 1
0-6m
ol.s
-1.g
-1
Oxygen inhibitionorder N2O ~0.78
Eaobs= 96 kJ/mol
648 K
638 K623 K608 K598 K
= Explain =
pN2O = 10 kPa
Catalysis Engineering - Kinetics
N2O decomposition over Mn2O3Vannice et al. 1995
Kinetic model
1. N2O + * ↔ N2O*2. N2O* → N2 + O*3. 2 O* ↔ 2* + O2
Rate expression
( )( )5.031
12
22
2
1 KppKpKNkr
OON
ONT
++=
Values
Ea2 130= kJ / mol
K J/mol 109SkJ/mol 92
3
3
=∆=∆H
K J/mol 38SkJ/mol 29
1
1
−=∆−=∆H
= Thermodynamically consistent =
Catalysis Engineering - Kinetics
Ethanol dehydrogenationFranckaerts &Froment
C2H5OH ↔ CH3CHO + H2
Model:
1. A + * ↔ A*2. A* + * ↔ R* + S* (r.d.s.)3. R* ↔ R + *4. S* ↔ S + *
= Derive rate expression =
Cu-Co cat.
Catalysis Engineering - Kinetics
Initial rates - linear transformation
Full expression
Initial rate
After rearrangement
{ }{ }
rk s N K p p p K
K p K p K pT A A R S eq
A A R R S S
=−
+ + +2
21
/
{ }r k K p
K pA A
A A0 21
=+
pr k K
Kk K
pA
A
A
AA
0
1= + ⋅
y a b x= + ⋅linear form:
linear least squares fittrends, positive parameters
Ethanol dehydrogenation
Catalysis Engineering - Kinetics
Kinetic studies
( ) ( )oii
iio
i
i
FWxrr
FWddx
⋅−=⇒⋅−=
νν
Rate equation
= model selection == rate parameters =
Differential reactor:• plug flow, low conversion• CSTR
Take care catalyst effectiveness = 1 !
Integral reactor
Catalysis Engineering - Kinetics
Model selection
Mechanistic informationInitial rate measurementsFit data on rate expressions (non-linear least squares)Best model:– low SSR (sum of squares of residuals)– no trending in residuals– parameters significant– parameters obey thermodynamics– ‘linearization’
Catalysis Engineering - Kinetics
Data fitting - Parameter estimation
Linear least squares - straightforwardNonlinear least squares methods:– Simplex / Powell etc. (iterative)– Levenberg-Marquardt (gradient)
( )O F Min x x
x f k K
obs calci
calc j
. .
(.... , ...)
= −
=
∑ 2
with:
to be estimated
= initial parameters values needed =
Catalysis Engineering - Kinetics
Model selection
Divergence rival modelsExperimental design (sequential)
po
rate
model 1
model 2
experimental range
Catalysis Engineering - Kinetics Catalysis Engineering - Kinetics
N2O decomposition over ZSM-5 (Co,Cu,Fe)
2 N2O 2N2 + O2
Kapteijn et al. 11th ICC,1996
Rate expression
( )r k N pk kT N O=
+1
1 2
2
1
Kinetic model
1. N2O + * → N2 + O*2. N2O + O*→ N2 + O2 + *
no oxygen inhibition
Catalysis Engineering - Kinetics
N2O decomposition over ZSM-5 (Co,Cu,Fe)Kapteijn et al. 11th ICC,1996
Rate expression
( )r k N pk k K p
T N O
O
=+ +
1
1 2 3
2
21
Oxygen inhibition model
1. N2O + * → N2 + O*2. N2O + O*→ N2 + O2 + *3. O2 + * ↔ *O2
0 2 4 6 8 10
p(O2) / kPa
0.0
0.2
0.4
0.6
0.8
1.0
X(N
2O)
Fe-ZSM-5 Co-ZSM-5
Cu-ZSM-5
743 K
833 K
793 K
733 K688
773 K
Catalysis Engineering - Kinetics
Effect of CO on N2O decomposition
0.0 0.5 1.0 1.5 2.0
molar CO/N2O ratio
0.0
0.2
0.4
0.6
0.8
1.0
X(N
2O)
Co-ZSM-5 (693 K)
Cu-ZSM-5 (673 K)
Fe-ZSM-5 (673 K)
CO removes oxygen from surfaceso ‘enhances’ step 2, oxygen removal
now observed: rate of step 1 r1 = k1 NT pN2O
increase: ~2, >3, >100
CO + O*→ CO2 + *
CO + * ↔ CO* (Cu+)
Catalysis Engineering - Kinetics
Effect of CO on N2O decomposition
rate without CO rate with CO
r k N pT N O= 1 2
So k1/k2 = : 1 Co>2 Cu>100 Fe
ratio = 1 + k1/k2 and:21
21* 1 kk
kkO +
=θ
θ O* = 0.7>0.9>0.99
( )21
1
12
kkpNkr ONT
+=
Catalysis Engineering - Kinetics
Apparent activation energies N2O decompositionCO/ N2O = 2
Cu ( )r k N pk k K p
k N pK p
T N O
CO CO
T N O
CO CO=
+ +≈1
1 2
12 2
1
Co, Fe
r k N pT N O= 1 2
E Eaobs
a= 1
E E Haobs
a CO= +1 ∆
Apparent activation energies (kJ/mol)
only N2O CO/N2O=2
Co 110 115
Cu 138 187
Fe 165 78
Catalysis Engineering - Kinetics
Apparent activation energies N2O decompositionCO/ N2O = 0
Co,Cu
Fe
( )r k N pk kT N O=
+1
1 2
2
1
r k N pT N O= 2 2 E Eaobs
a= 2
E E Eaobs
a a= mix( )1 2,
Apparent activation energies (kJ/mol)
only N2O CO/N2O=2
Co 110 115
Cu 138 187
Fe 165 78
Catalysis Engineering - Kinetics
Kinetic coupling between catalytic cyclesadsorption effect on selectivity
Hydrogenation: butyne -> butene -> butaneA1 A2 A3
butyne and butene compete for the same sitesbut: K1 >> K2resulting high selectivity for butene (desired) possibleeven when k2 > k1
since:22
112,1 Kk
KkS =
Meyer and Burwell (JACS 85(1963)2877) mol%:2-butyne 22.0cis-2-butene 77.2trans-2-butene 0.71-butene 0.0butane 0.1