2a Porosity Permeability

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    Single phase flow in porousmedia: Darcys law

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    Oil or gas reservoir

    Limestone reservoir Sandstone reservoir

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    Vp

    Vr

    rp

    p

    VVVV

    V

    Usually = 0.05 0.40

    Porosity

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    Rock Matrix and Pore Space

    Rock matrix Pore space

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    Pore Structure

    Typical Pore Structure

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    Scanning Electron Micrograph

    Norphlet Formation, Offshore Alabama, USA

    Pores Provide the

    Volume to ContainHydrocarbon Fluids

    Pore Throats Restrict

    Fluid Flow

    Pore

    Throat

    Porosity in Sandstone

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    Porosity of common rock types

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    Permeability

    Permeability k [D, mD]

    -capacity of rock to transmit fluid

    - function of open space and its interconnection

    - depends on properties of rock formation

    Permeability

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    Permeability (Darcys Law)

    Darcys experiment was performed to design a filter large enough

    to ensure the daily requirement of water for the city of Dijon(1856).

    1 2h hq KA

    L

    q: volumetric rate [m3/s]K: hydraulic conductivity [m/s]A: Cross-sectional area of sandpack [m2]h: piezometric head [m]L: length of sand pack [m]

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    Permeability (Darcys Law)

    In Petroleum Engineering we use phase potentials

    p gh

    KA pq g

    g L

    kA pq g

    L

    kis permeability and property of a

    rockUsually expressed in D or mD (Dstands for Darcy)1 Darcy = 10-12 m2 = 1 m2

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    Darcys Law and dip angle

    sinkA pq gL

    zk

    u p ge u is Darcys velocity

    ,x y

    z

    k p k pu u

    x y

    k pu g

    z

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    Definition of parameters

    Total flow rate = total discharge [m3

    s-1

    ]: Q

    Darcy velocity u = specific discharge q [m s-1]:

    Interstitial velocity = linear velocity or pore velocity v:

    Q

    u A

    uv

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    Definition of parameters

    Hydraulic gradient: In empirical Darcys law; ratio ofdifference in piezometric head (P/g + z) and length of the

    sand pack; sand pack arranged in vertical position

    Potential gradient: Analogous to hydraulic gradient;sand pack position not restricted to vertical position; inmore generalized Darcys law; ratio of difference in fluidpotential and length of the sand pack

    2 1h h

    L

    2 1

    L

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    Bundle of capillary tubes

    Many pore space models are based on capillarytube bundle

    2

    2

    8

    r pq r gL

    Hagen-Poiseuille law for laminar flow:

    kA pq g

    L

    Darcys law:

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    Restrictions and assumptions ofDarcys law

    - Laminar flow

    - For Reynolds numbers between 1 and 10

    - No inertial forces

    - Viscous forces predominant

    - No slip (zero velocity of fluid at wall)

    - Incompressible fluid (=constant density)

    - Viscosity of water

    Application to gas flow through porous medium not

    appropriate

    Note: Transition to turbulent flow for Re between 60 and 150.

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    Permeability

    Permeability is influenced by:

    Pore size and pore-size distribution

    Grain size

    Grain-distribution

    Compaction (which is function of pressure)

    Grain shape

    Klinkenberg effect

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    Permeability measurementmethods

    core scale

    Inject a fluid with defined properties

    Use Darcys law to calculate permeability

    Well test

    Measure flow and pressure

    Calculate permeability

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    Representative ElementaryVolume (REV)

    To use equations we need average values for permeability,

    saturations, porosity, over a volume The volume must be small with respect to our problem of interest

    and large enough such that the averaged quantity does notchange significantly if we increase the averaging volume by afactor of say two.

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    Darcys law and Navier-Stokes equations

    NS is continuum form of Newtons second law

    inertia pres grav visc

    visc

    S

    S V

    V V V V

    F F F F

    dm pdA m F

    dt

    pdA pdV

    ddV pdV dV dV

    dt k

    vg

    v ug

    We neglect inertia forces:

    0

    V V V

    pdV dV dVk

    ug

    kp

    u g

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    Limitations of applicability ofDarcys law

    - Due to skin formation permeability in vicinity ofwellbore is changing (decreasing)

    - At higher flow rates inertial force, acting due toconvective acceleration of fluid particles throughporous medium, have to be taken into account

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    Forchheimer equation

    - Modification of Darcys law taking the inertial forces into

    account- Inertial forces need to be attributed for Re numbershigher than 10.- In porous media inertial forces need to be taken into

    account because of acceleration and decelerations of fluidparticles through pore spaces NOT because of turbulenceflow.- Originally derived for flow of fluids through pipes whereat high velocity distinct transition from laminar to turbulent

    flow- Additional pressure drop due to skin formation can bedetermined applying Forchheimer equation.

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    Forchheimer equation

    Forchheimer equation is a phenomenological approach.It was recognized that Darcys law deviates for Re numbersof around 10. To correct for this the inertial forces werealso taken into account. These forces describe the fact thatin porous media the fluid flow is accelerating or

    decelerating due to the tortuosity.The Forchheimer equation was stated on this pictureempirically

    Herein is theinertial parameter.

    2u u

    L k

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    Forchheimer equation

    As common for phenomenological approaches, thephenomenological parameters are related to measurableparameters by correlations. and can be related to porestructure parameters by:

    With the constantsA=180 and B=1.8

    In general, 1/kand the inertia parameter can bededuced from experimental data on the drop of thepiezometric head as function of the Darcy velocity.

    2

    23 3

    1 11

    P PA D B Dk

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    Permeability-porosity correlations

    General form of correlations:

    k = Shape factor * Porosity factor * square of grain sizediameter

    3 2

    2

    1

    72 1

    pD

    k

    Carman-Kozeny correlation:

    Tortuosityis a variable that defines the straightness ofthe flow paths

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    Other Data Used in Well Testing

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    Formation Volume Factor

    surfreso

    V

    VB

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    Viscosity

    dyv

    v + dv

    dy

    dvA

    F

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    Fluid Compressibility

    p

    Vln

    p

    V

    V

    1

    coo

    oo

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    Pore Compressibility

    p

    ln

    p

    1

    cf

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    Net Pay Thickness

    h = h1 + h2 + h3

    Shale

    Sand

    h3

    h2

    h1

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    Net Pay Thickness

    Case 1 Case 3

    Case 4Case 2

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    Wellbore Radius

    rw

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    Total Compressibility

    ggwwooft cScScScc

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    Radial (steady state) Darcys Law

    qBrw

    h

    Radial system in steady state

    rrw re

    pw

    pe

    p

    qB

    qB

    pe

    pr

    Permeability can be derived:

    Note: B assumed constant

    p ur k

    2

    qBu

    rh

    2

    qB dr dp

    kh r

    ln2

    w

    w

    qB rp p

    kh r

    2

    ln /w

    w

    khq p p

    B r r

    ln /

    2

    w

    w

    qB r r k

    h p p

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    SkinSkin is any near wellbore phenomenon that causes an additionalpressure drop extra to that expected from Darcy inflow (Delta P-skin),e.g. damaged rock:

    Stimulated

    Less Pressure drop

    due to hydraulic frac

    Can be negative too

    !

    Undamaged Damaged

    Extra Pressure drop

    due to damage skinpskinExpected flowing pressure

    undamaged

    Actual flowing pressure

    Positive Skin: drilling mud filtrates, clay swelling, mechanically

    destroyed rock, gravel packNegative skin: acid jobs, extra deep perforations, hydraulically fractured

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    Skin and Productivity Index

    2skin

    qp S

    kh

    van Everdingen equation:

    ln2

    ee wf

    w

    rqp p S

    kh r

    e wf

    qPI

    p p

    Productivity Index:

    Ways to improve PI:

    Skin removal Increasing effective permeability Viscosity reduction Reduction of Bo Increasing well penetration h

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    Geometric Skin

    Partially perforatedFully perforated

    Pressure drop dueto geometric skin

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    Flow in parallel

    n

    j

    j

    n

    j

    jj

    h

    hk

    k

    1

    1

    Linear Radial

    h1h1

    h2

    h3

    h2

    h3

    k1k2

    k3

    Q1Q2

    Q3

    QTre

    Q1Q2

    Q3

    QT

    P1

    P2 PePwhT

    L

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    Flow in series

    Linear

    Often used for

    vertical permeability

    k1 k2 k3

    h

    P1 P2

    Q Q

    Radial

    re

    Q

    PePwL1

    L

    L3L2

    r2

    r1P1 P2 P3

    n

    j j

    j

    k

    LLk

    1

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    Permeability averaging

    Parallel Flow

    Series Flow

    Random Flow

    ArithmeticAverage

    Harmonic

    Average

    Geometric

    Average

    n

    j

    j

    n

    j

    jj

    h

    hk

    k

    1

    1

    n

    j j

    j

    n

    j

    j

    k

    h

    h

    k

    1

    1

    nnkkkk

    21