Chapter 10 Lecture 1

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    Chemical Reaction Engineering

    Week 10 (S1-2012)Fogler Chapter 10

    Catalysis and Catalytic Reactors

    Lecture 1

    Gia Hung Pham

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    Objectives

    - Catalysts and catalytic reactor design

    - Steps in a heterogeneous reaction

    - Reaction mechanism

    - Rate law

    - Catalyst decay

    - Reactor types

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    Catalysts

    Definition

    - Fogler: A substance that affects the rate of a reaction but

    emerges from the process unchanged.

    - Ostwald (1895): A catalyst accelerates a chemicalreaction without affecting the position of the equilibrium.

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    Phenomenon

    Reaction A P

    Catalyst changes reaction pathway.

    A

    Cat Cat-A

    Chemical bonding

    Cat-PP

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    - Positive catalyst increases reaction rate.

    - Negative catalyst decreases reaction rate.

    Importance of catalysis

    - About 75% of all chemicals are produced by catalytic process.

    Catalyst can be:- Gas (NOx)

    - Liquid (H2SO4)

    - Solid (Ni)

    Note: In this chapter only solid catalysts will be considered.

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    Reaction energetic

    Energy

    A

    P

    Ea (without cat)

    H

    Ea (with cat)Cat-A

    Cat-P

    adsorption

    reaction

    desorption

    Reaction progress

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    Heterogeneous catalyst

    PBR

    Reactants (gas or liquid)

    Solid catalyst

    Products

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    Heterogeneous catalyst

    PBR

    Catalyst Bed

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    Heterogeneous catalyst

    PBR

    Catalyst Bed Catalyst pellet

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    Heterogeneous catalyst

    PBR

    Catalyst Bed Catalyst pelletCatalyst pore

    Active site

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    Catalyst surface area

    - Specific surface area of silica-alumina cracking catalyst is

    300 m2/g.

    - External surface area of 1mm alumina sphere is

    0.0015m2

    /g.- A catalyst that has large area resulting from pores

    (internal surface area) is called a porous catalyst.

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    Film theory

    Fogler. Page 773

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    Individual steps in heterogeneous catalysis ( A P )

    CAb

    CAs

    Cat-A

    Cat-P

    A

    A

    AA

    PP

    P

    4

    Boundary layer

    P

    Catalyst pellet

    Catalyst pore

    1

    2 3

    56

    7

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    Individual steps in heterogeneous catalysis (Mass transfer and

    chemical reaction)

    Step 1. Diffusion of the reactant A from the fluid to the catalystsurface (External mass transfer).

    Step 2. Diffusion of the reactant A from the pore mouth into thepore (Internal mass transfer or pore diffusion).

    Step 3. Adsorption of the reactant onto the surface of the pore

    (Reactant adsorption).Step 4. Chemical reaction on the catalyst surface to form product

    P (Surface reaction).

    Step 5. Desorption of the product P from the catalyst surface(Product desorption).

    Step 6. Diffusion of the product P out of the pore (Internal masstransfer or pore diffusion).

    Step 7. Diffusion of the product from the pore mouth through theboundary layer into the bulk fluid (External mass transfer).

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    Catalytic reaction Kinetics

    Mass transfer

    and Effective reaction raterA,eff

    Catalytic reaction

    Reaction kinetics without mass transfer effects.

    We choose the conditions, under which the mass transfers do not affect the effective

    reaction rate.

    For example: High feed flow rate and /or small catalyst particle size

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    No mass transfer limiting CA,b = CA,s = CA

    Conc.

    CAs

    Catalyst pore

    bulk

    CAb CA

    Concentration of A in catalyst pore does NOT change

    with pore length L.

    L

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    Assumptions: - Uniform surface

    - Active site has the same attraction

    Conc.

    CAs

    Catalyst pore

    s s s s s

    bulk

    Active site

    Catalyst surface

    CAb CA

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    Steps in a heterogeneous catalytic without mass transfer effects

    - Step 3 : Adsorption of reactants- Step 4 : Surface reaction catalytic chemical reaction

    - Step 5 : Desorption of products

    Reaction A P

    s s s s s

    A P

    Catalyst surface

    3

    45

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    Adsorption Isotherms

    Concentration of active site

    Active site balance: Ct = Cv + CAs + CPs

    s s s s s s

    PA

    Occupied sitesVacant sites

    Total active si te per gram catalyst (mol/gcat)

    Vacant site per gram catalyst (mol/gcat)

    Occupied sites by species A and B (mol/gcat)

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    Two adsorption models

    - Model 1: Molecular or nondissociated adsorption.

    Example: Adsorption of CO on Ni-catalyst

    CO

    - Model 2: Dissociative adsorption

    Example: Adsorption of CO on Fe-catalyst

    ss s s s

    CO

    Molecule COS = Ni

    CO + S COS

    CO

    s s s s

    C O

    Atom C and O

    S = Fe

    CO + 2S C-S +OS

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    Model 1

    Rate law for the reaction

    Rate of attachment = kA PCO Cv

    Rate of detachment = k-A CCOS

    Net rate of adsorption rAD = kAPCOCv k-A CCOS

    or

    with (adsorption equilibrium constant)

    CO + S COS

    kA

    k-A

    A

    A

    A

    k

    kK

    A

    SCO

    vCOAAD

    K

    CCPkr

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    Site balance : Ct = CV + CCOSAt equilibrium rAD = 0 we have CCOS = KACVPCO

    This adsorption isotherm equation is called Langmuir Isotherm.

    COA

    tCOA

    SCO PK

    CPKC

    1

    CCOS

    PCO

    Linear

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    Model 2

    CO + 2S CS + OS

    Net reaction rate

    At equilibrium rAD

    = 0

    Site balance Ct = CV + COS + CCS

    kA

    K-A

    SCSOAVCOAADCCkCPkr

    2

    A

    SOSC

    VCOAAD

    K

    CCCPkr

    2

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    2/1

    2/1

    21 COA

    COAt

    SO

    PK

    PKCC

    COS

    PCO

    parabolic

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    Inverse of both sides and multiply2/1

    COP

    t

    CO

    AtOS

    CO

    C

    P

    KCC

    P2/1

    2/1

    2/121

    2/1

    COP

    OS

    CO

    C

    P2/1

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    Adsorption isotherm equation of A in the presence of adsorbate B

    s s s s s

    A B

    Ct = CV + CAS + CBS

    BBAA

    tAA

    SA

    PKPK

    CPKC

    1

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    Surface reaction

    * Model 1: Single site

    A S BS

    s s

    A B

    kS

    k-S

    S

    SB

    SASs

    K

    CCkr

    ks

    k-s

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    * Model 2: Dual site

    AS + S BS + S

    AB

    S

    VSB

    VSASs

    K

    CCCCkr

    ks

    k-s

    ks

    k-s

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    * Model 3: Eley Rideal

    AS + B(g) CS

    B(g)

    A C

    S

    SC

    BSASs

    K

    CPCkr

    s s

    ks

    k-s

    ks

    k-s

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    Desorption

    CS C + S

    With KDC = 1/KC

    s s

    CC

    DC

    VC

    SCDDC K

    CPCkr

    VCCSCDDC

    CPKCkr

    kD

    k-DkD

    k-D

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    Synthesizing a rate law

    Mechanism and rate limiting step

    Foglers Example (page 671): Reaction

    C6H5CH(CH3)2 C6H6 + C3H6Cumene Benzene PropyleneC B P

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    Reaction mechanism

    C + S CS (Adsorption)

    CS BS + P(gas) (Surface reaction)

    BS B + S (Desorption)

    kA

    k-A

    kS

    k-S

    kD

    k-D

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    Reaction rate

    Adsorption

    rAD = kA Pc Cv k-A CCS

    Surface reaction

    rS = kS C CS k-S PP CBS

    Desorption

    rD = kDCBS k-D PB CV

    S

    SBPSCSS

    K

    CPCkr

    VBBSBDD CPKCkr

    C

    SC

    VCAAD

    K

    C

    CPkr

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    Case 1

    The reaction rate of three discussed reactions are equal

    DSADC rrrr '

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    Case 2

    Reaction rate limiting

    One or two of three discussed reactions has/have very slow reaction rate.

    We assume the adsorption of cumene is rate limiting (slowest step).

    What is the rate law if it is true?

    Adsorption rate

    We need to express Cv and CCS in terms of PC, PB and PP

    C

    SC

    VCAAD

    K

    CCPkr

    Unknown

    Measurable

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    kA : small

    kS : large or rS/kS 0

    kD : large or rD/kD 0

    Surface reaction

    S

    SBP

    SCSS

    KCPCkr

    S

    PSB

    SC

    K

    PC

    C

    unknown

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    Desorption VBBSBDD

    CPKCkr VBBSB

    CPKC

    V

    S

    PB

    BSCC

    K

    PPKC

    CS

    VPBB

    VCAAD

    KK

    CPPKCPkr

    Overall reaction C B + P

    B

    CS

    PK

    KKK

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    Site balance Ct = CV + CCS + CBS

    Solving for CV we have

    VBBVPB

    S

    B

    VtCPKCPP

    K

    KCC

    BBBP

    S

    B

    t

    V

    PKPP

    K

    K

    CC

    1

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    Adsorption control rate law

    At t = 0 min we have Pc = Pc,0

    PP = 0 (no product)

    PB = 0 (no product)

    BPBP

    S

    B

    P

    PB

    CAt

    AD

    PKPPK

    K

    K

    PPPkC

    r

    1

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    Adsorption control rate law at t = 0 min

    Plot initial rate versus

    .

    0,0,

    '

    , CCAtADOC PkPkCrr '

    ,OCr

    0,CP

    '

    ,OCr

    0,CP

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    We assume the surface reaction is rate limiting (slowest step).

    What is the rate law if it is true?

    Surface reaction

    * kS : small

    * kA : large or rAD/kA 0

    * kD : large or rD/kD 0

    S

    SBP

    SCSS K

    CPCkr

    We get these concentrations from

    adsorption and desorption reaction.

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    Adsorption reaction

    Desorption reaction

    C

    SC

    VCAAD K

    CCPkr

    VCCSCCPKC

    VBBSBDD

    CPKCkr

    VBBSBCPKC

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    Surface reaction rate limiting

    V

    P

    BP

    CCSSC

    K

    PPPKkr

    We get this one from site balance

    CCBBt

    V

    PKPK

    CC

    1

    CCBB

    B

    PB

    CtCS

    S

    PKPK

    K

    PPPCKk

    r

    1

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    At t = 0 min

    At low partial pressure of C we have 1 >> KC PC,0

    Initial rate increase linearly with the partial pressure of C

    0,

    0,,

    0,

    1 CC

    C

    SC

    PK

    Pkrr

    tCSCKkkwith

    0,

    ,

    0, CSC Pkrr

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    At high initial partial pressure of C we have KC PC,0 >>1

    tconsK

    krr

    CSC tan

    ,

    0,

    '

    ,OCr

    0,CP

    k

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    We assume the desorption of Benzene reaction is rate limiting (slowest step).

    What is the rate law if it is true?

    Desorption reaction

    * kD : small

    * kA : large or rAD/kA 0

    * kS : large or rS/kS 0

    VBBSBDD

    CPKCkr

    Not measureable but we can get this one from adsorption and surface reaction.

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    Surface reaction

    Adsorption reaction

    Site balance

    P

    SC

    SSBP

    C

    KC

    ,

    VCCSCCPKC

    CC

    P

    C

    SC

    t

    V

    PK

    P

    PKK

    CC

    1

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    Desorption limiting

    At t= 0 min

    PCCCSCP

    B

    PB

    C

    tSCDDC

    PPKPKKP

    K

    PP

    P

    CKKkrr,

    0,

    tconsCkrtDC

    tan,

    0,

    '

    ,OCr

    0,CP

    Foglers algorithm for determining reaction mechanism and rate

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    Fogler s algorithm for determining reaction mechanism and rate

    limiting step.

    1. Select a mechanism

    2. Assume a rate-limiting step

    3. Find the expression for concentration of the

    adsorbed species Ci,S

    4. Write a site balance

    5. Derive the rate law

    6. Compare with data

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    In-class exercise

    The following reaction is carried out over a solid catalyst, the reactionmechanism is believed to be

    We assume step 3 is the slowest step, derive the rate law for thereaction.

    SDSD

    SCSC

    SDSCSBSA

    SBSB

    SASA

    )5

    )4

    )3

    )2

    )1