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Pete 663 Lect Pass Sp

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    PASSIVE MEASUREMENTS - SP

    FORMATION EVALUATION

    PETE 663

    Summer 2010

    Dr. David Schechter

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    -HEADING

    Well location

    Depth references

    W

    ell depth

    Date of log

    Casing shoe depth

    Bit size

    Mud data

    Type

    Properties

    Resistivities

    Max. Temperature

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    DRILLING DISTURBS

    FORMATION Drilling and rock crushing Damage zone

    Mud systems and invasion Oil based mud

    Small conductivity mud

    Shallow invasion Thin cake

    Water based mud

    Moderate to very conductivemud

    Shallow to deep invasion Thin to thick cake

    Mudcake

    Invading filtrate

    Damaged zone

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    MUD FILTRATE INVASION

    Modif ied from J. Jensen, PETE 321 Lecture Notes

    WellboreMud

    (Rm)

    Mud Cake(Rmc)

    Uninvaded

    Zone

    (Rt)

    InvadedZone (Rxo)

    UninvadedZone

    (Rt)

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    Borehole

    Rm : Borehole mud resistivity

    Rmc : Mudcake resistivity

    Invaded zone

    Rmf : Mud filtrate resistivity

    Rxo : Invaded zone resistivity

    Sxo : Invaded zone water saturation

    Uninvaded zone

    Rw : Interstitial water resistivityRt : Uninvaded zone resistivity

    Sw : Uninvaded zone water saturation

    COMMON TERMINOLOGY

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    PASSIVE MEASUREMENTS

    Caliper

    Spontaneous Potential Gamma Ray

    Natural Spectral

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    CALIPERS

    Uses Hole volume Mudcake (permeability)

    Tool corrections Crude lithology indicator

    Properties

    Two, three, or four arms Linked or independent

    Calipers may disagree(limitations)

    Non-circular hole Deviated wells

    Two-arm caliper

    actual

    apparent

    Three-arm caliper

    actual

    apparent

    arm

    arm

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    SP DEFINITION

    SP is a natural occurring electrical potential

    relative to a surface potential measured in the

    borehole mud

    Potentials are created by chemically induced

    electric current

    The potential of the surface reference must

    remain constant

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    USES OF SP

    1. Determine values of formation water

    resistivity

    2. Identify permeable zones

    3. Qualitative indication of shale

    content

    4. Define bed boundaries

    5. Well-to-well correlation

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    SPONTANEOUS POTENTIAL (SP)

    Uses Correlation

    Lithology Shaliness indicator Depositional environment

    indicator

    Properties Measures formation voltage

    Passive measurement

    Ransom, PFE

    ++++

    ----+

    +++

    -12mV

    +59mV

    -71mV

    POROUS,

    PERMEABLE

    BED

    SHALE

    SHALE

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    One electrode

    Insulators on

    either side

    Surface ground

    electrode at a

    stable potential

    THE SP TOOL

    SHALE

    SHALE

    SAND

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    SP PRINCIPLES

    Must have water-based mud

    Mud--formation watersalinity difference causes

    battery effect

    Battery effect components

    Electrochemical

    Liquid Junction Potential, Ej

    In permeable region

    Anions more mobile than cations

    Membrane Effect, Em Shale acts as membrane

    Repels anions / passes cations

    Electrokinetic (Streaming)

    Usually minor, disregarded

    Electrochemical Effect

    Membrane effect

    SAND

    SHALE

    Flushed

    Zone

    Less SaltyWater

    Virgin

    Zone

    SaltyWater

    Membrane effect

    VirginZone

    +

    ++++

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    LIQUID JUNCTION POTENTIAL

    A liquid junction potential

    develops when aconcentrated salt solution

    (formation water ) is in

    direct contact with adiluted salt solution (fresh

    mud filtrate)

    The net effect of morepositive ions in formation

    water and more negative

    ions in mud filtrate createspotential difference.

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    MEMBRANE POTENTIAL, Em

    Created when a

    shale is introduced

    between aconcentrated salt

    solution(formation

    water) and adiluted salt solution

    (fresh mud filtrate)

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    TYPICAL SP RESPONSES

    BASED ON THE

    DIFFERENCE BETWEEN

    Rw and Rmf.

    5. Rmf Rw - Amplitude negative but

    not large

    1. Rmf >> Rw - Amplitude large andnegative

    REVERSE

    D

    SP

    NORMALSP

    1

    2

    3

    4

    5

    (+)

    (-)

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    STATIC SP (SSP)

    If it were possible to prevent SP currents from

    flowing and measure the potential of mud thiswould provide a value for the SSP

    Conditions where the SSP is recorded directly:

    1. Thick zones

    2. Clean (no shale) zones

    3. Only water bearing zones

    4. Permeable zones

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    SELECTING A 100% WATER SATURATED ZONE

    Low resistivitysuggesting a

    water bearing

    formation

    Low GR response and high SP deflection

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    PSEUDO- STATIC SP (PSP)

    Presence of shale in the formation will

    reduce the static SP Shale lattice will slow the migration of

    chlorine ions and assist the flow of sodium

    ions, decreasing Ej

    This reduces SSP to a pseudo-static value,

    PSP

    The volume of shale can be calculated:

    Vsh = 1- (PSP)/(SSP)

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    EXAMPLE PROBLEM

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    SP RESPONSE

    IN THINBEDS

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    USING THE SP EQUATION FOR

    Rw DETERMIMATION - CLASSICAL METHOD

    1. Determine formation temperature

    2. Find Rmf at formation temperature

    3. Convert Rmf at formation temperature to Rmfe value

    4. Compute Rmfe / Rwe ratio from the SP

    5. Compute the Rwe

    6. Convert Rwe at formation temperature to Rw

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    B

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    THE SP EQUATION - 1

    Define Essp = (Esp)max

    We assume:

    From electrochemical theory:

    where Tf = formation temp, deg F

    aw = formation water activity

    amf = mud filtrate activity

    Essp = max SP deflection, mV

    )/(log)460(133.0 10 mfwfssp aaTE +=

    )( mlssp EEE +

    -20mV+

    - 80 mV

    - 60 mV

    Shale

    Clean

    Sand

    -20 mV

    Shaly

    Sand

    Sandy

    Shale

    Shale

    Essp

    Shale

    Baseline

    B

    THE SP EQUATION 2C

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    THE SP EQUATION - 2

    Difficult to measure activit ies Substitute resistivities for activit ies

    For small salinities, a = 1/R For fresh mud f iltrate, assume

    Rmfe = Rmf or

    Rmfe = 0.85Rmf (Schlumberger)

    For high salinities

    Correction needed

    Use Chart SP-2 (Schlumberger)

    Use Chart SP-3 (Halliburton)

    )/(log)273(24.0)/(log)460(133.0

    10

    10

    wemfefssp

    wemfefssp

    RRTERRTE

    +=

    +=

    Rw or Rmf

    Rwe

    or

    Rmfe

    C

    EXAMPLED

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    EXAMPLE

    Determine Rmf @Tf (Arps Eq.) 5.6(11+21.5)/(33+21.5) = 3.3 m

    Apply SP equation -50 = -0.24(33+273)log(3.3/Rwe)

    Rwe = 0.68

    Chart SP-2 gives Rw = 1.3 ohm-m(See next page)

    D

    10mV

    -||+

    Rmf = 5.6 m @ 11 CTf = 33 C

    Determine Essp Shale base line

    Maximum deflection line

    Calculate deflection -50mV

    Rarely knownUsually use charts, instead

    F

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    Rw or Rmf

    Rw

    e

    orR

    mfe

    Rwe=0.68

    Rw = 1.3

    F

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    PROBLEMThe SP deflection is 60 mV across a thick, water-

    bearing, clean zone. The value of Rmf at that

    temperature of 100 F is 0.5 ohm-m.Determine Rw at the same temperature (100 F)

    Rw from SP: Classical MethodFirst, we determine the Rmfe (effective Rmf), since

    the resistivity is not an accurate determination of

    the ion activity that produces the SP.

    Rw ESTIMATION FROM Rwe

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    Rw ESTIMATION FROM Rwe

    Rmfe = 0.45 ohm-mat 100 F.

    Figure 9-13 in themanual.

    1. Determine Rmfe

    0.5,100F

    0.45 ohm-m

    Rmf, 0.5 ohm-m

    R ESTIMATION FROM SSP

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    2.

    Determine

    Rwe fromRmfe

    Figure 9-14

    of your

    manual

    Rmfe/Rwe = 7. Therefore,Rwe=0.45 ohm-m/7=0.064 ohm-m at 100 F

    Rw ESTIMATION FROM SSP

    60, 1007

    SSP

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    (Rwe=0.064 ohm-m at 100F)

    3. Finally, determine Rw

    Using Figure 9-13 of

    your text again, wedetermine Rw=0.10

    ohm-m at 100 F

    Here, Rw

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    THE SILVA-BASSIOUNI METHOD

    Figure 9-

    16 of your

    text.

    Rw ESTIMATION FROM Rwe

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    For the same

    problem as

    before, ieRmf=0.5 ohmm

    at 100 F,

    determine Rw ifthe SP deflection

    is 60 mV.

    We see Rw=0.1

    ohm-m, as shown

    with the classical

    method.

    Figure 9-16 of

    your text

    145 mV 60 mV = 85mV

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    ZONATION

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    ZONATION

    Zonation - Defines intervals of similar properties Purpose Well-to-well correlation Evaluation of specific intervals

    Criteria Lithology Fluids Porosity and permeabili ty

    Begin with coarse zonation Typically Well-to-well correlation 20 - 100 ft Detail evaluation 10 ft thick or more

    Easy l ithologies first, e.g., shales Refine More subtle lithology changes Fluids in porous, perm intervals

    Depends on measurements available

    PASSIVE LOG CORRELATION

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    PASSIVE LOG CORRELATION

    GR, SP, and CAL Often correlate Different

    measurements

    Different reasons

    Correlation helps

    GR instead of SP inoil base mud

    Easier detection ofshales Facilitates zonation

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    SUMMARY

    Drilling process affects formationAlters rock near wellbore

    Invasion Passive logs respond to borehole,formation, and fluids

    Caliper Simple measurement Care needed when interpreting and

    comparing caliper

    SP

    Needs water based mud Estimates Rw

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    MEMBRANE POTENTIAL

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    LIQUID JUNCTION EFFECTS


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