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Chapter 2-Mass Reactor Model (102 P)

Apr 14, 2018

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    Chapter 2. Mass Balance, Reactor and Flow Models

    Materials balance

    ........+

    +

    =

    vol.control

    thewithin

    generation

    massofRate

    volume.

    controlthe

    ofoutmassof

    flowofRate

    volume

    controlthe

    toinmassof

    flowofRate

    vol.control

    thewithinmass

    ofonaccumulati

    ofRate

    Accumulation = Inflow Outflow + Generation

    PART I. REACTION KINETICS AND REACTOR MODELS

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    Accumulation

    - Accumulation =

    -

    - Accumulation =

    - Typically V is constant: Accumulation =

    - For the steady-state case, mass remains constant (dc/dt = ).

    - Note the units of accumulation are mass per time (M T

    -1

    ).

    == Mc ;

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    3

    Loading

    - Loading = W(t); rate of mass loading, M T-1.

    - Loading =

    Q: volumetric flow rate of all water sources entering the system (L3

    T-1, m3/hr)

    Cin(t): inflow concentration of these sources (M L-3, g/m3)

    - =)(tcin

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    Outflow

    - Outflow =

    Q: volumetric flow rate

    Cout: outflow concentration (M L-3).

    - We assume a well-mixed system, so that Cout = .

    - Outflow = Q C

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    Reaction

    - Lets assume first order reaction

    - Reaction =

    where k: a first order reaction constant (T-1).

    - Reaction =

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    Settling

    - Settling =

    where v: apparent settling velocity (L T-1), As: surface area of the

    sediment or equivalent.

    - In our cases for reactor study, this term settling is not considered.

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    Accumulation = Inflow Outflow + Generation

    = tCA

    For component A:

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    8

    Types of Reactors: (1) Batch, (2) Complete Mix, CFSTR, (3) Plug flow,

    (4) Cascade of CFSTR, and (5) Packed Bed

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    Characteristic of each reactor

    - Each reaction type has its unique characteristic.

    - The mass balance is composed of

    - Lets discuss more detail.

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    Batch Reactor

    -What is batch reaction or reactor?

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    Batch Reactor:

    =Vdt

    dCA =dt

    dCA

    Accumulation = In Out + Gen

    - Batch reactors are never at steady state, unless the reactions

    have reached equilibrium:

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    Reactions in Batch Reactor Analytical solution by Integration.

    - Zero Order A B, rA

    =

    - Accumulation = In Out + Gen

    - V drops out, leaving dCA/dt = -K

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    13

    Plot CA vs. t to get K

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    Vrdt

    dCV A

    A =

    ==t

    t

    A

    A

    ACor

    C

    C

    0

    Batch Reactor

    - First order, r A =

    Using mass balance on batch reactor.

    =dt

    dCA

    =tC

    C A

    AdtK

    C

    dCtA

    A 0

    -

    0

    - Accumulation = In Out + Gen

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    Plot

    0

    t

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    =

    t

    0

    C

    C2A

    A

    dtK-C

    dCtA

    0A

    Batch Reactor

    2nd Order, rA = (Type 1)

    VrVdt

    dCA

    A = =dt

    dCA

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    17

    Plot

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    =Ar

    [ ]== Ar

    dt

    Ad

    Batch Reactor

    2nd Order Reaction Type 2 Batch Reactor

    aA + bB Products

    Remember,

    Then from Mass Balance

    We need to define [B] in terms of [A] and constants

    Assume

    orderondforrradt

    dC

    ar A

    A sec,11

    ===

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    b

    BB

    a

    AA toto =

    tab

    0ab

    0t AABB +=

    )( 00 AABaKAdt

    dAab

    ab += =+

    tA

    A ab

    ab

    dtaKAABA

    dAt

    0000)(

    ( )+

    +=

    +C

    bxa

    xln

    a

    1

    bxax

    dx

    aKt

    Aa

    bA

    a

    bB

    A

    Aa

    bB

    t

    o

    A

    A

    oooo

    =

    +ln

    1

    I am going to stop using [ ]

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    aKt

    Aa

    bAa

    bB

    A

    Aa

    bAa

    bB

    A

    Aa

    bB ooo

    o

    too

    t

    oo

    =

    +

    +

    lnln1

    aKtA

    B

    AabA

    abB

    A

    AabB o

    o

    too

    t

    oo

    =

    +

    ln

    1

    aKtAB

    BA

    Aa

    bB ot

    ot

    oo

    =

    ln

    1t

    B

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    aKtAB

    BA

    Aa

    bB ot

    ot

    oo

    =

    ln

    1

    oo Aa

    bBaKPlot -ln(AtB0/BtA0) versus t to get

    We can also solve for At

    If a = b,

    tAa

    bBaK

    AB

    BA

    ot

    ot )(ln 00 =

    )(

    0

    )(

    ])[(

    oo

    oo

    Aa

    bBakt

    o

    Aa

    bBakt

    ooot

    ebAaB

    eAbBaAA

    =

    )(

    0

    )(])[(

    oo

    oo

    ABakt

    o

    ABakt

    ooot

    eAB

    eABAA

    =

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    =Ar

    = tBB0

    == Ardt

    dA

    =dt

    dA ( )

    +

    +=

    o

    11

    111 A

    KK

    KAKK

    dt

    dA

    Batch

    Reversible 1st Order: K1AB

    K-1

    Assume Bo = 0 then Bt = Ao -At

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    ( )

    +=

    +

    t

    o

    A

    A

    t

    011

    011

    1

    dtKK

    AKK

    kA

    dA

    ( )tKKAKKK

    Aln 11

    A

    A011

    1 t

    0

    +=

    +

    ( )

    +

    +=

    o

    11

    111 A

    KK

    KAKK

    dt

    dA

    ( )tKKKK

    AKA

    AKK

    KAt

    11

    11

    010

    0

    11

    1

    ln

    +=

    +

    +

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    ( )tKK

    KK

    AKA

    AKK

    KAt

    11

    11

    010

    0

    11

    1

    ln

    +=

    +

    +

    ( ) 0111eq AKKKA0dt

    dA ++==

    11

    01eq

    KK

    AKA

    +=

    ( )( )tKK

    AA

    AAln 11

    eq0

    eqt+=

    ( )tKK

    11

    100

    11

    1t

    11eKK

    K1AA

    KK

    KA

    +

    +

    +

    +

    =

    At equilibrium, At = Aeq

    Solving for At as a function of constants and time only.

    tKK

    eqoeqteAAAA

    )( 11)( ++=

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    =Ar

    Saturation Reaction, e.g., 0 1order

    Ks[A]

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    ]A[K

    ]A[Kr

    SA +

    =

    [ ] [ ] == dtAd

    KAat S

    Saturation Reaction, e.g., 0 1order

    If [A] >> KS then ?? order

    If [A]

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    ]A[K

    ]A[Kr

    dt

    ]A[d

    SA +

    ==

    1A

    K

    K

    dt

    ]A[d

    S

    +

    =

    =

    +

    t

    0

    A

    A

    S dtKdA1A

    Kt

    o

    Using Mass Balance

    =+t

    o

    t

    o

    A

    A

    A

    A

    S KtdAA

    dAK

    KtAAA

    AK ot

    o

    tS =+ln KtAA

    A

    AK to

    t

    oS =+ln

    ( )t

    K

    K

    K

    AA

    A

    A

    SS

    to

    t

    o =

    +ln ( )SS

    Sot

    o

    K

    K

    tK

    AA

    t

    A

    A

    =

    +

    ln

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    ( )S

    to

    S

    t

    o

    K

    KAA

    tKt

    A

    A

    +=1

    ln

    How to plot?

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    [ ]=dt

    Ad

    =

    =

    2

    1

    A

    A

    r

    r

    =dt

    dA =tA

    [ ]== Br

    dt

    Bd ( )=+

    t

    0

    tKK01

    B

    B

    dteAKdB 21t

    0

    Parallel 1st order:K1

    A BK

    2 C

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    ( )=

    +t

    0

    tKK01

    B

    B

    dteAKdB 21t

    0

    )1(111

    0

    at

    t

    atate

    aae

    adte

    =

    =

    ( )( )tKKt eKK

    AKBB 211

    21

    010

    ++

    =

    ( )( )tKKt eKK

    AKBB 211

    21

    010

    ++

    +=

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    CBA21 KK

    [ ][ ]AKr

    dt

    Ad1A == =tA

    [ ]21 BB

    rrdtBd +=

    [ ] =dtBd tKo12 1eAKBK

    dtdB =+

    Series Reactions - 1st Order

    Where, =1Br =2Brand

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    CBA21 KK

    Series Reactions - 1st Order

    ( ) ( )tQYtPdtdY

    =+ = Qdt1

    Y

    BY =

    tK

    oeAKQ1

    1

    =

    =Pdt

    e

    This is a first order linear differential equation of the form

    P( t ) = K2, a constant

    tK

    o12

    1

    eAKBKdt

    dB

    =+

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    =

    t

    dtK

    e 02

    tKe 2=

    = dteAKeeYtKtK

    tK12

    201

    1 ( )

    = dteAKeY tKKtK 122 01

    Boundary Conditions

    Possible at t = 0, B = 0

    Also possible at t = 0, B = B0 Lets use this

    ( )

    tKKtK )(AK KKK

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    11,,0 )(0122 ==== tKKtK eandeBBtAt

    KKK

    AKB

    12

    010 +

    = ( )1201

    0KK

    AKBK

    =

    ( )

    ( ) ( )

    +

    =

    12

    01

    012

    01

    12

    2

    KK

    AKB

    KK

    eAKeB

    tKKtK

    t

    ( )

    ( ) ( )

    +=

    12

    01

    12

    010

    12

    22

    KK

    AK

    KK

    eAKeeBB

    tKKtKtK

    t

    ( )

    = dteAKeY tKKtK 122 01

    ( )[ ]tKtKKtKtKt eeeKK

    AKeBB 21222

    12

    010

    +=

    ( )

    ( )tKtKtKt eeKK

    AKeBB 212

    12

    010

    +=

    ])[()(

    12

    01 122 KeKK

    AKeB

    tKKtK +

    =

    Need to determine constant of

    integration

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    ( )( )tKtK

    12

    01t

    21 eeKK

    AKB

    =

    [ ] [ ] [ ] [ ]0ttt ACBA =++

    [ ] [ ] [ ] [ ] *BAAC tt0t =

    ( )tKtK12

    01tK00t

    211 eeKK

    AKeAAC

    =

    Now, in case of B0 = 0

    Lets calculate Ct

    for all [C]0 = 0

    [B]0 = 0

    tKot

    1eAA=

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    +

    =

    12

    1

    12

    10

    21

    11KK

    eK

    KK

    eKeAC

    tKtKtK

    t

    *This can be done for all types of reactions.

    Remember we have discussed so far only regarding batch reaction

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    Methods for Determining Reaction Order and Rate Constants

    1.Integral Method with Graphical Determination

    - It consists of guessing n and integrating the equation to obtain a function

    - Graphical methods are then employed to determine whether the model fits the data

    adequately.

    - The graphical approaches are based on linearized versions of the underlying

    models.

    nkC

    dt

    dc=

    Order Rate units Dependent (y) Independent (x) Intercept Slope

    Zero, n=o

    First, n=1

    Second, n=2

    General, n1

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    Methods for Determining Reaction Order and Rate Constants

    2. Integration with Tabular Averaging of K

    E.g., First Order

    t

    C

    Cln

    K 0

    t

    A

    A

    =

    t CA -ln CAt /(CAO) K

    _ _ _ _

    _ _ _ _

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    Methods for Determining Reaction Order and Rate Constants

    11

    11

    +

    +

    =

    ii

    iii

    tt

    CC

    t

    C

    dt

    dC

    3. Differential Method

    4. The Method of Initial Rate

    5. The Method of Half-Lives

    6. The Method of Excess

    7. Numerical Method, etc

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    Simple Example of Determination of the Reaction Order and the Reaction Rate

    Constant

    Batch Reactor Test

    Determine the reaction order and reaction rate constant

    Time, d Concentration, CA, mole/L

    0 250

    1 70

    2 42

    3 30

    4 23

    5 18

    6 16

    7 13

    8 12

    A B

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    Batch Reactor Test

    Vr00Vdt

    dCAA += AA rdt

    dC

    =

    Accumulation = In Out + Gen

    krdt

    dCA

    A ==

    ][Akrdt

    dCA

    A ==

    2][Akrdt

    dCA

    A ==

    Time, d Concentrat ion, C, mole/L

    0 250

    1 70

    2 42

    3 30

    4 235 18

    6 16

    7 13

    8 12

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    - First, in case of first order.

    - By Computer program (least square)

    ][Akrdt

    dCA

    A == KtAAeCC

    t

    -

    0=

    Time, day

    0 2 4 6 8

    CA

    0

    50

    100

    150

    200

    250

    300

    1) By Computer program (least square)

    Time, day

    0 2 4 6 8

    CA

    0

    50

    100

    150

    200

    250

    300

    Kt

    A eC t-250=

    K=1.02

    R2=0.957

    - Does not fit-well.

    - However, the program gives a good number for R2.(this is a problem of

    computer program).

    1) B C (l )

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    - In case of second order.

    - By Computer program (least square)

    2][Akr

    dt

    dCA

    A ==

    Time, day

    0 2 4 6 8

    CA

    0

    50

    100

    150

    200

    250

    300

    1) By Computer program (least square)

    - Perfect fit, excellent number for R2.

    - Now we say the reaction follows second order and k = 0.01

    KtC

    1

    C

    1

    0t AA

    +=

    K=0.01

    R2=0.998

    ktC

    CC

    A

    AA

    0

    0

    1+=

    ktCA

    2501

    250

    +=

    2) G hi l M th d I t ti M th d ( t )

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    - First, in case of first order.

    ][Akrdt

    dCA

    A == KtAAeCC

    t

    -

    0=

    Time, day

    0 2 4 6 8

    CA

    0

    50

    100

    150

    200

    250

    300

    2) Graphical Method + Integration Method (no computer program)

    - How can you determine k?

    2) G hi l M th d I t ti M th d ( t )

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    Kt

    AA eCC t-

    0=

    2) Graphical Method + Integration Method (no computer program)

    - We need linear form of the equation.

    KtC

    C

    A

    At =0

    ln

    Time, d C -Ln (C/Co)

    0 250 0

    1 70 0.533

    2 42 0.775

    3 30 0.921

    4 23 1.036

    5 18 1.143

    6 16 1.194

    7 13 1.284

    8 12 1.319

    Time, day

    0 2 4 6 8

    -L

    n

    (C/C0)

    0.0

    0.2

    0.4

    0.6

    0.8

    1.0

    1.2

    1.4

    K?????

    Not linear.

    So, not first order

    2) G hi l M th d I t ti M th d ( t )

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    - In case of second order.

    2][Akr

    dt

    dCA

    A ==

    Time, day

    0 2 4 6 8

    CA

    0

    50

    100

    150

    200

    250

    300

    2) Graphical Method + Integration Method (no computer program)

    - How can you determine k?

    ktC

    CC

    A

    AA

    0

    0

    1+=

    2) G hi l M th d + I t ti M th d ( t )

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    - In case of second order, we also linear form

    2][Akr

    dt

    dCA

    A ==

    2) Graphical Method + Integration Method (no computer program)

    ktC

    CC

    A

    AA

    0

    0

    1+=

    Kt

    C

    1

    C

    1

    0t AA

    +=

    Time, d C 1/C

    0 250 0.004

    1 70 0.014

    2 42 0.024

    3 30 0.033

    4 23 0.044

    5 18 0.056

    6 16 0.063

    7 13 0.0778 12 0.083

    Time, day

    0 2 4 6 8

    1/C

    0.00

    0.02

    0.04

    0.06

    0.08

    0.10

    R2=0.998

    0.004

    01.028

    024.0084.0=

    =

    ddk

    - Reaction follows 2-order or (pseudo 2 order).

    3) Tab lar A erage + Integration Method (no comp ter program)

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    3) Tabular Average + Integration Method (no computer program)

    t CA -ln CAt /(CAO) K

    _ _ _ _

    _ _ _ _

    First orderKt

    AA eCC t-

    0= Kt

    C

    C

    A

    At =0

    ln

    Second order

    t CA

    1/CA K

    _ _ _ _

    _ _ _ _

    ktC

    CC

    A

    AA

    0

    0

    1+= Kt

    C

    1

    C

    1

    0t AA

    +=

    4) Diff ti l th d

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    4) Differential method

    N=2.06 (pseudo 2 order)

    * If the reaction is more complicated, you need your analytical skills tosolve the problem.

    A B* This is a just simple case.

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    50

    Temperature Effect on Reaction Rate

    Possible temperature affects:

    -The rates of most reactions in natural waters increase with temperature.

    - A general rule of thumb is that the rate will approximately double for a

    temperature rise of 10 C.

    - A more rigorous quantification of the temperature dependence is provided by an

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    A more rigorous quantification of the temperature dependence is provided by an

    empirical equation, Arrhenius equation:

    aRTE

    a AeTK/

    )(=

    A = Arrhenius constant, a pre-exponential or frequency factor

    E = Activation energy for a reaction (J mole-1)

    R = the gas constant (8.314 J mole-1 K-1)

    Ta = Absolute temperature (K)

    -The equation is often used to compare the reaction rate at two different

    temperature

    12

    12 )(

    1

    2

    )(

    )(aa

    aa

    TRT

    TTE

    a

    a eTK

    TK

    =

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    - Temperature in most water bodies vary over a rather narrow range, so the

    product of Ta1 and Ta2 is relatively constant.

    - The difference in temperature (Ta2 Ta1) is identical whether an absolute or a

    centigrade scale is used.

    - Consequently, the following can be defined as a constant

    12

    12 )(

    1

    2

    )(

    )(aa

    aa

    TRT

    TTE

    a

    a eTK

    TK

    =

    12 aa TRT

    E

    e

    =)(

    )(

    1

    2

    TK

    TK

    )(TK

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    - In water quality modeling, many reactions are reported at 20 C.

    - The temperature dependency of biologically mediated reactions is often

    expressed as the quantity Q10, which is defined as the ratio

    - Meaning of Q10?

    - Some typical values of used in water quality modeling

    12

    )(

    )(

    1

    2 TT

    TK

    TK =

    202)20()( = TKTK

    10

    10)10(

    )20(

    == K

    K

    Q

    Q10 Reaction1.27 Oxygen reaeration

    1.58 BOD decomposition

    1.89 Phytoplankton growth

    2.16 Sediment oxygen demand (SOD)

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    =HRT

    Hydraulic Residence Time in Reactors

    HRT =

    - This is the theoretical HRT

    - Actual HRTs can be less than the theoretical due to dead volume. We can determine

    the actual HRT using a tracer.

    Input a slug of tracer and

    measure the concentration in

    the effluent.

    It is assumed that the average HRT for the tracer molecules is equal to the

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    g q

    average HRT for the water molecules, i.e. the tracer is completely soluble.

    Hact

    = mass of tracer added

    = center of mass time to center of mass

    or

    =ii

    iii

    actH tC

    tCt= x axis center of the whole area

    = oHact timeresidencefinitemasselementaleachaddedmasstotal ][

    addedmasstotal

    timeresisdencefinitemasselementaleachHact

    = 0

    ][

    =

    o

    out

    o

    out

    dtQC

    dtCtQ

    =

    o

    out

    o

    out

    dtQC

    dtQCt

    Steady State Materials Balance for Conservative (Non - reactive) Substances

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    Steady State Materials Balance for Conservative (Non reactive) Substances

    Assume that two streams meet and completely mix instantaneously

    Acc (zero) = In - Out + Generation (zero)

    Mass balance on flow

    Mass balance on conservative substances.

    =3C

    Mass flux

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    Plug Flow Reactors

    How to recognize a PFR

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    Look at the response of the system to the input of a non-reactive tracer.

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    PFR Behavior

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    Accumulation = In - Out + Generation

    =

    V

    t

    CA

    +=+=+ X

    X

    CCQCCQQC AXAAXAXXA )(

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    VrXX

    CCQQCV

    t

    CA

    A

    XAXA

    A +

    +=

    XArXX

    CQ

    t

    XAC

    A

    AA +

    =

    AAA r

    X

    C

    A

    Q

    t

    C+

    =

    VrQCQCVt

    CAXXAXA

    A +=

    +

    AXV =

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    AAA r

    X

    C

    A

    Q

    t

    C+

    =

    HV

    Q

    XA

    Q

    =

    =

    1

    A

    H

    AA rC

    t

    C+

    =

    Taking limit as X 0

    CC

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    0t

    CA =

    H

    A

    H

    AA

    d

    dCor

    Cr

    =

    dt

    dCr AA =

    At steady state:

    Then

    The response of a PFR as a function ofH at steady state is the same as the

    response of a batch reactor, and solutions are exactly the same.

    Compare with batch

    AH

    AA rC

    dt

    C+

    =

    PFR

    What does that mean? Compare reactors in PFR vs. Batch.

    Compare with batch

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    H

    A

    H

    AA

    d

    dCor

    Cr

    =

    dt

    dCr AA =

    PFR

    p

    AA dCC

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    =H

    A

    d

    dC

    0 Order rA =

    CAe = Effluent value of CA

    CAi = Influent value of CA

    H

    A

    H

    AA

    d

    dCor

    Cr

    =PFR

    =AeC

    AA dCC

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    =H

    A

    d

    dC

    =AeC

    1st Order rA

    =

    =H

    A

    d

    dC

    2nd OrderrA =

    *The conversion is the same for all of the reaction rates we covered in batch

    reactors. Substitute CAe for CAt, CAi for CA0, and H for t

    H

    A

    H

    AA

    dorr

    =PFR

    Complete Mix Reactors

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    1) CFSTR Continuous Flow Stirred Tank Reactor

    2) CSTR Continuous(ly) Stirred Tank Reactor

    How to recognize a CFSTR

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    How to recognize a CFSTR

    a) Tracer Response- Slug input

    Non-reactive

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    GenOutInAcc +==V

    dt

    dCT

    rT = 0 because non reactive tracer (just for this recognition experiment).

    TT C

    V

    Q

    dt

    dC=

    =tT

    0T

    C

    C

    t

    0T

    T dtV

    Q

    C

    dC

    tT

    C tT dt

    QdC

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    CT0 = Concentration in the reactor at t = 0

    =0T

    C 0T

    T dtV

    Q

    C

    tt

    C

    CC

    HT

    T

    T

    t

    0

    1ln

    0

    =

    HT

    T tC

    Ct

    =0

    ln Ht

    t

    TT eCC=

    0

    CSTR

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    PFR

    b) Delta Input

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    =Acc

    VrQCQCV

    dt

    dCTTT

    T

    i+=

    =Vdt

    dCT

    =tC

    TT

    T dtV

    Q

    CC

    dCtT

    i 00

    tC

    T dQdCt

    T

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    = TTT dt

    V

    Q

    CCi 00

    HT

    TT t

    0C

    CCln

    i

    ti

    =

    ( )H

    C

    0TT

    tCCln

    tT

    i =

    H

    i

    ti

    t

    T

    TT

    eC

    CC

    =

    Hii

    t

    TtTT eCCC

    =

    =tT

    C

    Here it is assumed CT0 = 0 in the reactor at t = 0.

    CSTR

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    PFR

    CSTR Behavior

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    GenOutInAcc +=

    =Vdt

    dCA

    KVQCQC0ei AA

    =

    Q

    VKCC0

    ei AA=

    =eA

    C

    0 Order, Steady state; rA = -K

    Now, we finished tracer test just to recognize CSTR

    Of course, we do not have CA over time.

    0 Order Non Steady state; rA = -K

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    =Vdt

    dCA

    =dt

    dCA ( ) KCC1

    dt

    dCAA

    H

    Ai

    =

    =

    tA

    0Ai

    C

    C

    t

    0

    H

    A

    H

    A

    A dtCKC

    dC

    ( ) +=+ bXabbXadX

    ln1

    0 Order Non Steady state; rA K

    tC

    KC tA

    A

    i

    C

    CH

    A

    H

    A

    H=

    0

    ln

    GenOutInAcc +=

    C

    AA tCKC tA

    i =

    lntC

    KC tA

    i

    C

    AA =

    ln

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    HCHH

    K

    A

    =

    0

    ln

    H

    H

    A

    H

    A

    H

    A

    H

    A

    t

    CK

    C

    C

    K

    C

    i

    t

    i

    =

    0

    ln

    Hiti

    t

    H

    A

    H

    A

    H

    A

    H

    A eCKCCKC

    =

    0

    ( ) Hiit

    t

    HAAHAAeKCCKCC

    =0

    At t , =tA

    C

    At t 0, =tA

    C

    tK

    ACHH

    H=

    0

    ln

    The same as steady-state

    Of course, we have CA over time.

    1 t O d t d t t KC

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    VKCQCQCVdt

    dC

    AAA

    A

    i =

    Q

    VKCCC0

    eei AAA=

    =iA

    C

    =eA

    C

    1st Order steady state, rA = -KCA

    GenOutInAcc +=

    Of course, we do not have CA over time.

    1st Order-Non-Steady State CFSTR

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    =dt

    VdCA

    =dt

    dC

    Q

    V A

    ( )

    =

    +

    t

    0H

    C

    C HAA

    A dt1

    K1CC

    dCtA

    0A i

    y

    ( )( ) HAHA

    AHA

    H

    t

    CK1C

    CK1Cln

    1K

    1

    0i

    ti

    =

    +

    +

    +

    GenOutInAcc +=

    ( )

    +=

    +

    bXa

    bbXa

    dXln

    1

    ( )( )

    AHA tCK1Cln

    1 ti =

    +

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    80

    ( ) HAHAH CK1C1K 0i

    ++

    ( ) ( )H

    H

    H

    H

    iti

    tK

    HA

    tK

    AHAA eKCeCKCC

    +

    +

    +=+

    )1()1(

    11 0

    H

    H

    H

    H

    i

    t

    tK

    A

    H

    tK

    A

    A eC

    K

    eC

    C

    +

    +

    +

    +

    =)1(

    )1(

    0

    1

    1

    =tA

    C

    =tA

    C

    At t ,

    At t = 0,

    Of course, we have CA over time.

    The same as steady-state

    2nd Order Steady state rA = -KCA2

    GenOutInAcc +=

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    =Vdt

    dCA

    Q

    VKCCC

    eei AAA

    2=

    0CCCKiee AA

    2AH =+

    a2

    ac4bb

    X

    2 =

    Solve using quadratic formula,

    Saturation Reaction: 1 0 order, steady state

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    VrQCQC0 AAA ei +=

    e

    e

    eiAS

    AHAA

    CK

    CkCC0

    +

    =

    e

    e

    AS

    A

    A CK

    kC

    r +=

    ei

    e

    eAA

    AS

    AHCC

    CKCk =

    +

    2eASAAASAAH

    CKCCCKCCkeeiie

    +=

    ( ) 0CKCKkCCiiee ASASHA

    2A =++

    Solve using quadratic formula,a2

    ac4bbX

    2 =

    Types of Reactors: (1) Batch, (2) Complete Mix, CFSTR, (3) Plug flow,

    (4) Cascade of CFSTR and (5) Packed Bed

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    (4) Cascade of CFSTR, and (5) Packed Bed

    PFR Batch

    Comparison of PFR vs CFSTR

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    84

    O Order CFSTR and PFR

    1st Order CFSTR 1st Order PFR

    2nd Order CFSTR 2nd Order PFR

    Mult iple CFSTRs in Series (Cascade)

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    Instead of th is big reactor,

    Mult iple CFSTRs in Series (Cascade)

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    86

    =)(1 tC

    How to recognize a series of CFSTRs . Look at response to slug input of tracer.From previous analysis.

    =dt

    VdC2

    )t(2)t(1H)t(2

    CC

    dt

    dC=

    2

    t

    )0(1H2 CeC

    dt

    dC1H =

    Write Mass Balance for Reactor 2

    H

    t

    )0(122 eC

    1CdC

    =+

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    87

    22

    )0(1HH

    eCdt

    =

    +

    ( ) ( )tQYtPdt

    dY=+

    = Qdt1

    Y

    2H

    t

    0 2H

    tdt1

    ee

    ==

    = Pdte

    dteC1

    eeY 1H

    2

    2H2H

    t

    0

    H

    tt

    =

    H

    22

    t

    0HH

    22 eC1

    )t(Q,C

    y)t(P,dt

    dC

    dt

    dY

    =

    ==

    Linear First Order D.E.

    21 HH=If

    dteC1

    eeY 1H2H2H

    t

    0

    tt

    =

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    dtC

    eYH

    t

    H =

    2

    2 0

    +

    =

    KtC

    eYH

    t

    H 0

    H

    t

    H0 etC

    Y

    =

    ( ) Ht

    H

    )0(1t2 e

    tCC

    =

    Do not take constants outside the integral.

    At t = 0, Y= C2( int ) = 0

    K = 0

    dteCeeY

    2

    0H

    Need to determine constant of

    integration

    Other approach to solve the D.E

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    H

    t

    HH

    eCC

    dt

    dC

    =

    + 022

    dtdC'C 2=

    H

    1

    =

    ( ) tt

    H

    t eeCCCe H

    =+0'

    ( ) tt

    H

    tttttt eeC

    CCeCeCeCeCeCe H

    =+=+=+= 0)'('')'('

    dteeC

    Ce HHHtt

    H

    t =

    0

    Integrate with inserted

    =

    dtC

    Cet

    H 0dteeC

    Ce HHHttt =

    0

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    90

    H

    KtC

    CeH

    tH +

    = 0

    HH

    tt

    H

    0 eKetC

    C +

    =

    ( ) Ht

    H

    0t2 e

    tCCC

    ==

    H

    t2

    H

    )0(13 et

    2CC

    =

    ( )H

    t1n

    H

    )0(1n e

    t

    !1n

    CC

    =

    At t = 0, Y = C2( int ) = 0

    K = 0

    H

    H

    t

    t eCC

    = 0)(1

    Note H is for 1 CFSTR

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    91

    368.0

    C

    C

    )0(1

    max2 =

    271.0C

    C

    )0(1

    max3 =

    ( )( )

    ( )1n1n

    )0(1

    maxn e!1n

    1n

    C

    C

    =

    Slug input of nonreactive tracer

    For 3 CFSTRs, C3 max is at t =

    For n CFSTRs, Cn max is at t =

    H

    For 2 CFSTRs, C2 max

    is at t =

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    One input

    Input

    CSTR

    PFR

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    93

    Input

    CSTR

    PFR

    Reactions in Cascade of CFSTRs (not tracer test)

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    94

    H

    01K1CC

    +=

    H

    e1e2

    K1

    CC

    +

    =H

    e2e3

    K1

    CC

    +

    =

    1st Order, assuming V1 = V2 = V3, steady state

    Reactor 1

    Reactor 2 Reactor 3

    only for V1 = V2 = V3( )nH0

    neK1

    CC

    +=

    nth Reactor

    321 VVV 1st Order

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    95

    1H

    0e1 K1

    C

    C +=

    =eC2

    =eC3

    steady state

    CFSTRs 2nd Order steady state

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    122AA

    2AH

    CCCK0 +=

    solve for CA1solve above quadratic for CA2

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    Multiple CFSTRs in Series (Cascade)- Model Example

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    - Incompletely mixed systems such as estuaries, complicated rive..

    - This can be represented as a series of coupled completely mixed systems.

    Some Useful Tips for PFR vs. CSTR in Environmental Systems

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    1) Shock charge.

    2) Microbial or catalytic activity, in case.

    3) Reaction rate, if first order.

    4) Treatment time.

    5) Effluent quality.

    PFR

    CSTR

    Multiful CSTR

    PART I. REACTION KINETICS AND REACTOR MODELS

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    Summary through Example Demonstration

    Chapter 2. Mass Balance, Reactor and Flow Models

    PFR

    CFSTR or CSTR

    Vs.

    (Similar to Batch)

    Problem or Question Statement

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    101

    The elementary, liquid-phase, irreversible reaction below is to be carried out in a

    flow reactor.

    CBA +Two reactors are available, a PFR and a CSTR with 200 L volume at 300 K.

    The two feed streams to the reactor mix to form a single feed stream that is equal

    molar in A and B, with a total volumetric flow rate of 10 L/min.

    Additional information is

    K = 0.07 L/mol-min

    CA,o = 2 mol/L, QA, o= 5 L/min

    CB, o = 2 mol/L, QB, o= 5 L/min

    Which reactor between CSTR and PFR are you going to use to best perform

    the reaction in terms of transformation of chemical A (or B)?

    Result

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    CSTR

    PFR

    300 K

    Complete mixing

    200 L

    CA,o=2 mol/L,

    QA,o = 5 L/min

    CB,o=2 mol/L,

    QB,o = 5 L/minCACBCC CA,eff=0.56 mole/L

    CB,eff=0.56 mole/L

    CC,eff=0.44 mole/L

    CA,o=2 mol/L,

    QA,o = 5 L/min

    CB,o=2 mol/L,

    QB,o = 5 L/min

    300 K

    200 L

    CA

    CBCC

    CA,eff=0.42 mole/L

    CB,eff=0.42 mole/LCC,eff=0.58 mole/L

    K=0.07

    K=0.07

    58% Conversion of Chemical A

    44% Conversion of Chemical A