Chapter 05 - Pore Pressure

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    Chapter FiveChapter Five: Pore Pressure: Pore Pressure

    Topics

    Pressure Gradients Explained

    Hydrostatic Pore Pressure

    Stress Generated Pore Pressure

    Geology Implications ofOverpressure

    Pressure Calculation Methods

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    What is Pore Pressure?

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     Absolute Pressure vs. Depth

    WaterTable

    Effective

    Stress

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    Equivalent Mud Weight Plot

    Temsah Field, Nile Delta, Egypt

    Mazzoni,T. et al., 1997

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    Pressure Gradients

    Water/

    Brine

    Pressure

    Saline

    Fresh

    Fresh 0.43 psi/ft

    Saline up to 0.54 psi/ft

    HydrocarbonGas

    Oil

    Oil 0.29-0.41 psi/ft

    Gas 0.04-0.13 psi/ft

    Pressure

    8.3-10.4ppgGas 0.8-2.5ppg

    Oil 5.5-7.9ppg

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    Pressure Gradients for Different Fluid Types

    0.43-0.54 psi/ft

    0.29-0.41 psi/ft

    0.04-0.13 psi/ft

    OWC

    GOC

    How would the

    pressures look if they

    were replotted inequivalent mud

    weight?

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    Overpressured

    Seals andCompartments

    Nile Delta, Egypt

    The model shown assumes that

    adjacent seal (shale) and

    compartment (sand) pressures arein equilibrium. Is this correct?

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    Lateral Pore Pressure Variations

    c)

    Norwegian North Sea

    Grollimund et al., 2000How could lateral seals develop as opposed tovertical seal?

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    Overpressure Generation Mechanisms

    Stress Generated

    Undercompaction

    Tectonic compression

    Thermally Generated

     Aquathermal

    Diagenetic

    Fluid Redistribution inPermeable Zones

    Buoyancy

    Centroid Lateral transfer 

    Hydraulic head

    Osmosis

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    Underpressure

    GenerationMechanisms

    Swarbrick, R.E. and Osborne, M.J., 1998

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    Multiple Overpressure Generation Mechanisms

    Bowers, G.L., 2001

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    Pressure Redistributed within Permeable Zones

    Mouchet, J.P. and Mitchell, A., 1989

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    Fertl, W.H., 1976

    Weeks Island, La

    10.0ppg

    9.1ppg

    8.6ppg

    Normallypressured

    shales

    Pressure Redistributed within Permeable Zones

    What is causing the

    overpressure at the top

    of the reservoir?

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     A Dynamic Overpressure System

    Pore pressures increase or decrease in response

    to burial or tectonic stresses

    Thermally induced diagenetic changes can lead

    to over- or under-pressures at depth

    Pressures are leaked and redistributed through

    permeable zones at rates dependent on the

    system permeability

    Very Difficult to Model and Predict

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     A Dynamic Overpressure System

    Holm, G.M., 1996

    What mechanism

    could cause the

    episodic breach & fluid

    loss?

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    Reservoir Depletion

    Brown, 1987

    What causes the

    increase in pressure in

    the lower Tor 

    formation?

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    Hydrostatic (Normal)Hydrostatic (Normal)

    Pore PressuresPore Pressures

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    Hydrostatic (‘Normal’) Pore Pressure

    A hydrostatic pressure is one in communication with

    the surface free water level

    • Offshore – Sea level

    • Onshore – Water Table

    Hydrostatic Pressures depend on fluid density – The density of formation water varies with the concentration ofdissolved solids, mostly salt

     – Salinity varies as a function of;

    • Original water history

    • Temperature

    • Diagenesis

    • Proximity to Salt bodies

    • Osmosis

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    Stress Generated PressuresStress Generated Pressures

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    Compaction

    Expulsion of Water in Response to Stress

    Mouchet, J.P. and Mitchell, A., 1989

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    Typical Compaction Curves

    So why are the curves

    so different?

    Mouchet, J.P. and Mitchell, A., 1989

    These areall shales

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    Undercompaction

    Undercompaction occurs when sediment dewatering is

    inhibited during burial. This happens if either;

     – new sediments are deposited before fluid has had chance todrain, i.e. rapid burial

     – or seals and barriers to fluid flow form

    During undercompaction pore fluids are trapped,porosity is retained, and further compaction is slowed

    or prevented

     As burial continues pore fluids support part of the

    weight of the overlying sediments and the fluid

    becomes overpressured

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    Porosity and Depth

    mud

    clay

    mud-stone

    shale

    0 0.25 0.50 0.75 1.0

    clay & shale,

    “normal” line

    sands &

    sandstones

    effect of overpressureson porosity

    depth

    porosity

    slate (deep)

    +T

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    Compaction and Undercompaction

    Swarbrick, 2001

    ‘T t i ’ St

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    ‘Tectonic’ Stress

    ‘Tectonic’ stress is a stress often higher than

    the overburden. In these cases mean stressshould be considered for calculating pore

    pressure

    Overburden Stress Sv

    Mean Stress (σv + σHmax + σhmin)/3

    St R li f (U l di )

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    Loading and Unloading

    Experiment

    Stress Relief (Unloading)

    Moos & Gretchen, 1998

    Loading and Unloading Stress Paths

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    Loading and Unloading Stress Paths

    Unloading can occur due to;

    stress relief (with constant pore pressure)

    In situ pore pressure increase (with constant

    stress)

    Sayers,C.M. et al., 2001

    What geological or oilfield

    processes could cause

    stress relief ?

    What geological or oilfield

    processes could cause a

    pore pressure increase in

    situ?

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    Thermally Generated Mechanisms

    Aquathermal expansion of fluids

    • PVT relationship

     – If Temperature increases and volume doesnot change, then pressure will rise (pressure

    cooker effect)

    • Requires a very good seal – May explain very high pressure in rafts

    within Salt

    Hydrocarbon Generation

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    Hydrocarbon Generation

    Generation and Cracking of Hydrocarbons

    • Phase changes from kerogen to oil to gas

    • Results in an in-situ increase in fluid or gas volume

    • Spatially, high overpressure is often associated

    with sediments rich in organic matter actively

    generating hydrocarbons, e.g., Kimmeridge Clay,Bakken Shale

    Mi l Di i

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    Mineral Diagenesis

    • Mineral phase changes occur mainly in response

    to increased temperature, e.g. – Gypsum to Anhydrite

     – Smectite to illite

    • Solution and precipitation

     – In response to increasing temperature

     – May also be controlled by pressure andavailability of ions

     – More common in permeable zones

    C i Th l M h i

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    Comparison Thermal Mechanisms

    Swarbrick et al , 2002

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    Geological Implications of OverpressureGeological Implications of Overpressure

    Artesian Pressures

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    Artesian Pressures

    Elevated formation pore pressure from increased hydrostatic head

     Are these hydrostatic

    (‘normal’) pressures?

    Artesian Pressures

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    Lowered formation pore pressure from reduced hydrostatic head

    Artesian Pressures

    Mouchet, J.P. and Mitchell, A., 1989

    Hydrocarbon Buoyancy Effects

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    Hydrocarbon Buoyancy Effects

    Hydrocarbon Columns Create Local OverpressureBowers, G.L., 2001

    Hydrocarbon Buoyancy - Iran

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    Hydrocarbon Buoyancy - Iran

    Fertl, W.H., 1976

    If reservoir and shale

    pressure can be so

    different, what does

    thissay about the methodswe typically use for pore

    pressure prediction?

    Centroid Effect

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    Centroid Effect

    Bowers, G.L., 2001

    How large is the centroid

    effect if the reservoir is

    normally pressured?

    What happens if

    hydrocarbons are added

    to the reservoir?

    Centroid and Compartmentalisation

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    Centroid and Compartmentalisation

    How could

    you

    determine

    compartment

    alization pre-

    drill?

    Lateral Transfer

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    Lateral Transfer 

    Caillet,G. et al., 1998

    N. Sea Chalk FieldsCaillet,G. et al., 1997

    Lateral Transfer

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    Lateral Transfer 

    North Sea Viking Graben

    Pressure communication

    through many reservoirs

    over a large area

    Localized oil and/or gas

    hydrostatic columns within

    each reservoir 

    What would

    the shale

    pressures be

    in this area?

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    Pore Pressure Calculation MethodsPore Pressure Calculation Methods

    Trend-line Methods

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    Trend line Methods

    Require the establishment of a normal trend-line

    Normally pressured compaction curve (NCT)

    Applies only to ‘clean’ shales Many different methods

    Early popular methods include Ratio, Equivalent

    Depth, & Eaton Many other methods, many proprietary

    Applicable to many types of data

    d-exponent, sonic, velocity, resistivity, density, etc

    Regional overlays can be constructed and applied

    to new wells and even new regions

    Normal Compaction Trend

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    Normal Compaction Trend1000

    1500

    2000

    2500

    3000

    3500

    0.1 1 10

    Dc Exponent

       T   V   D   (  m   )

    NCT

    Top

    Overpressure

    Normally compacted

    (normally pressured)

    down to 3000m Normal compaction trend

    (NCT) fitted in blue

    A deviation from the trend

    in the same rock type

    indicates overpressure

    Can be applied to any

    formation porosity

    informationWhat pitfalls might youexpect plotting the NCT?

    Ratio Method

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    The difference between observed values and the normaltrend-line extrapolated to the same depth is proportional tothe increase in pressure.

    for sonic logs =

    for density logs =

    for resistivity logs =

    Where : ΔTn = the value of the normal trend-line at a given depth, P =the pressure value to be calculated, Phyd = normal hydrostatic porepressure, ΔT log = log-value value for each curve corresponding to therequired pressure value.

    Ratio Method

    Ratio Method

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    Ratio Method

    Very simple

    calculation

    Does not take into

    effect overburden

    stress differences

    Mouchet, J.P. and Mitchell, A., 1989

    Equivalent Depth Method

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    Equivalent Depth Method

    )(   Bd GG ZA ZBGG Ad    eql B Aeql   −−=

    Where : deql A = equilibrium density at A, deqlB = equilibrium density

    at B, ZB = equivalent depth, ZA = depth of undercompacted clay,

    GG A= overburden gradient at A, GGB= overburden gradient at B

    • Every point in and undercompacted clay (A) isassociated with a normally compacted point (B)

    • The compaction at point A and B is identical, but the

    overburden stress has increased, so:

    Equivalent Depth Method

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    q p

    Calculates pressures from

    the depth of an equivalent

    value on normalcompaction trend-line

    Very simple calculation

    that takes into effect localoverburden stress

    Only applies to

    overpressures generatedby undercompaction

    Mouchet, J.P. and Mitchell, A., 1989In reality, what methods could the

    engineer use to fudge the results using

    this method?

    Eaton Method

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    Calculates a pore pressure based on therelationship between the observed

    parameter/normal trend-line ratio and the

    overburden gradient

    for resistivity

    for sonic

    where : P = formation pressure, S = overburden, Rsh = resistivity of

    shale, ΔT = sonic transit times, log = observed values of the log at the

    given depth, n = value of normal at the given depth, hyd = normal

    hydrostatic pressure

    ( )1.2

    nsh

    logsh

    hyd

    R PSP ⎟⎟

     ⎠

     ⎞⎜⎜

    ⎝ 

    ⎛ −−= S 

    ( )3.0

    log

    nhyd

    T

    TPSP

    ⎟⎟

     ⎠

     ⎞

    ⎜⎜

    ⎝ 

    ⎛ 

    Δ

    Δ−−= S 

    Eaton

    exponent

    Comparing Trend-Line Method Results

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    Mouchet, J.P. and Mitchell, A., 1989

    g/cc g/cc

    What’s Wrong with Trend-Lines?

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    Swarbrick, R.E., 2001What else is wrong with a trend-line

    approach?

    What’s Wrong with Trend-Lines?

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    Bell, 2002

    Could there be a better and moreconsistent way to generate a trend-line?

    Thermally Generated Overpressures

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    Bowers, G.L., 2001

    Why do you think that undercompactionwas left relatively unchallanged for so

    long?

    Thermally Generated Pressures

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    High pressures often associated with low

    porosities are typical

    Caused by thermally generated fluid

    expansion that unloads the rock

    The traditional undercompaction

    (effective stress) – porosity relationships

    breakdownWe need to use effective stress –

    unloading relationship