Waterflooding BL PETE482 SP 14

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Waterflooding BL PETE482 SP 14

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    Efficiency of Oil Displacement by Water

    By: Fathi H. Boukadi

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    1/19/2011 Waterflooding/Introduction 2

    Shock front theory

    implies that front saturation is ought to be located at

    position x where two shaded areas A and B of Figure 12 must cancel.Virtualline

    represents position of shock front saturation .

    Following profile is obtained;

    wfS

    PROCEDURE FOR BUCKLEY-LEVERETT

    0 Lx1 x2

    Swc

    1-Sor

    Swf

    x

    Sw

    Sw

    Saturation profile

    at t < tbt

    0 Lx1 x2

    Swc

    1-Sor

    Swf

    x

    Sw

    Sw

    Saturation profile

    at t < tbt

    Figure 13: Saturation profile before breakthroughindicating shock front saturation

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    1/19/2011 Waterflooding/Introduction 3

    Figure 13 shows a saturation profile before breakthrough. Water is injected forsometime. At position , water saturation of plane is maximum, while atwater saturation is shock front saturation.

    Need to determine location

    and value of saturation at front. We also need

    to estimate average water saturation behind front.

    0 Lx1 x2

    Swc

    1-Sor

    Swf

    x

    Sw

    Sw

    Saturation profileat t < tbt

    0 Lx1 x2

    Swc

    1-Sor

    Swf

    x

    Sw

    Sw

    Saturation profileat t < tbt

    Figure 13: Saturation profile before breakthroughindicating shock front saturation

    AVERAGE WATER SATURATION BEHIND FRONT

    x1 x2

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    1/19/2011 Waterflooding/Introduction 4

    Material balance for injected water gives:{ }

    { }iW volume swept

    average water saturation - connate water saturation

    = (31)

    wf

    i wi w wc w wc

    w S

    W dfW A x S S A S SA dS = = 2 (32)

    Replacing using Buckley-Leverett yields;x2

    wf

    w wc

    w

    w S

    S S

    dfdS

    = 1 (33)

    Average saturation behind front

    is also obtained by integrating saturation

    profiles.

    AVERAGE WATER SATURATION BEHIND FRONT

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    1/19/2011 Waterflooding/Introduction 5

    Tangent to fractional flow curve from is at .

    Extrapolated tangent must intercept line at point .

    w wc wS S ,f = 0 wfw w wf Sf f f=wf = 1 w w wS S ; f = 1

    Plot w wf vs S , obtain derivative (inflection point indicates saturation at front).

    wf

    f1

    w wfS S 1 0

    w wcS S

    wSwcS wfS

    w wff f

    wf = 1

    wf = 0

    wf

    f1

    w wfS S 1 0

    w wcS S

    wSwcS wfS

    w wff f

    wf = 1

    wf = 0Figure 14: Slope of fractional flow curve

    AVERAGE WATER SATURATION BEHIND FRONT

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    1/19/2011 Waterflooding/Introduction 6

    Oil recovery Equation

    Based on overall material balance, general oil equation writes as:

    where N is initial oil in place expressed as:

    Recovery factor (RF), is product of microscopic displacement efficiency (ED) and

    volumetric sweep efficiency (Evol);

    where,

    N*EfficiencyNp=

    o

    poi

    B

    VSN=

    N

    NEEE p

    VolDR =

    volumeoilcontactedvolumeoilmobilizedED= OIIP volumeoilcontactedEVol=

    DISPLACEMENT FUNDAMENTALS

    (46)

    (45)

    (47)

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    Oil recovery Equation

    Typical values of ER* are;

    Waterflooding 30-40% (EVxED=0.6x0.6=.36)Steam injection 30-50%

    Polymer injection 30-55%

    CO2 injection 30-65%

    Solvent injection 35-63%

    *depends on ER from primary and reservoir and fluid properties (Carcoana, 92)

    Volumetric sweep (Evol) is product of areal (EA) and vertical sweep (Ever);

    where,

    VAvol EEE =

    DISPLACEMENT FUNDAMENTALS

    areatotalareacontactedEA=

    (48)

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    DISPLACEMENT FUNDAMENTALS

    Figure: Sketch of areal (top) and vertical sweep

    Figure 15: Sketch of areal sweep efficiency

    Therefore, using all definitions, oil recovery equation becomes;

    = o poivADp BVSEEEN (49)

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    DISPLACEMENT FUNDAMENTALS

    To determine recovery, we need to estimate EA, ED, and EV from:1. correlations

    2. scaled laboratory experiments

    3. numerical simulation

    Areal sweep efficiency

    data is obtained from Craig (1980). Correlations are

    for displacements in homogeneous, confined patterns.

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    DISPLACEMENT FUNDAMENTALS

    EA , is a function of mobility ratio (M) and injected volumes (Vd);

    From curve, we can conclude that EA

    :

    1. increases

    with increasing

    throughput (Vd

    ), injection volumes

    2. increases

    with decreasing

    mobility ratio (M)

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    DISPLACEMENT FUNDAMENTALS

    Mobility ratio (M) is defined as ratio of pressure gradients behind and aheadof displacement front (Prats, 1982):Also defined as ratio of mobilities of displacing (ing) and displaced (ed) phases,

    with;

    ing= water=krw/w and ed= oil=kro/o

    Mobility ratio (M) writes as:

    Debate about krw value; krw

    for water-contacted portion of reservoir

    kro

    in oil bank; 2 different saturations

    w

    o

    ro

    rw

    oro

    wrw

    oil

    water

    k

    k

    /k

    /kM

    ==

    = (50)

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    DISPLACEMENT FUNDAMENTALS

    Mobility ratio (M) is:

    where,krw( ); evaluated at average water saturation behind front at BT,

    kro(Swc); evaluated in oil bank ahead of front, Swc

    Mobility ratio characterizes stability of displacement front;

    1. M is constant before breakthrough.

    2. M increases after breakthrough.

    3. if M < 1, displacement is stable.4. if M >

    1, displacement

    is unstable.

    5. if M >

    1, viscous fingering and early breakthrough.

    (50)

    wS

    wS

    w

    o

    wcro

    wrw

    owcro

    wwrw

    )S(k

    )S(k

    /)S(k

    /)S(kM ==

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    DISPLACEMENT FUNDAMENTALS

    Viscous fingering also results in prolonged injection to achieve sweep out.

    Need to optimize injection rate, qw, and number of injectors by using voidagereplacement.

    water

    w

    o

    wcro

    wrw

    owcro

    wwrw

    )S(k

    )S(k

    /)S(k

    /)S(kM ==

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    DISPLACEMENT FUNDAMENTALS

    M, end-point mobility ratio,

    is:

    where,krw is end-point relative permeability at Sorwkro is end-point relative permeability at Swc

    If M