+ All Categories
Home > Documents > Integration of geological and petrophysical data.pdf

Integration of geological and petrophysical data.pdf

Date post: 06-Jul-2018
Category:
Upload: susan-li-hb
View: 216 times
Download: 0 times
Share this document with a friend

of 12

Transcript
  • 8/17/2019 Integration of geological and petrophysical data.pdf

    1/12

    Improved Prediction of Reservoir BehaviorThrough Integration of QuantitativeGeological and Petrophysical Data

    D. K. Davies,  SPE,  R. K. Vessell,  and  J. B. Auman,  David K. Davies & Assocs. Inc.

    Summary

    This paper presents a cost effective, quantitative methodology forreservoir characterization that results in improved prediction of 

    permeability, production and injection behavior during primary

    and enhanced recovery operations. The method is based funda-

    mentally on the identification of rock types  intervals of rock with

    unique pore geometry. This approach uses image analysis of core

    material to quantitatively identify various pore geometries. When

    combined with more traditional petrophysical measurements, such

    as porosity, permeability and capillary pressure, intervals of rock 

    with various pore geometries  rock types can be recognized from

    conventional wireline logs in noncored wells or intervals. This

    allows for calculation of rock type and improved estimation of 

    permeability and saturation. Based on geological input, the reser-

    voirs can then be divided into flow units  hydrodynamically con-

    tinuous layers   and grid blocks for simulation. Results are pre-sented of detailed studies in two, distinctly different, complex

    reservoirs: a low porosity carbonate reservoir and a high porosity

    sandstone reservoir. When combined with production data, the

    improved characterization and predictability of performance ob-

    tained using this unique technique have provided a means of tar-

    geting the highest quality development drilling locations, improv-

    ing pattern design, rapidly recognizing conformance and

    formation damage problems, identifying bypassed pay intervals,

    and improving assessments of present and future value.

    Introduction

    This paper presents a technique for improved prediction of per-meability and flow unit distribution that can be used in reservoirs

    of widely differing lithologies and differing porosity characteris-

    tics. The technique focuses on the use and integration of pore

    geometrical data and wireline log data to predict permeability and

    define hydraulic flow units in complex reservoirs. The two studies

    presented here include a low porosity, complex carbonate reser-

    voir and a high porosity, heterogeneous sandstone reservoir.

    These reservoir classes represent end-members in the spectrum of 

    hydrocarbon reservoirs. Additionally, these reservoirs are often

    difficult to characterize   due to their geological complexity   and

    frequently contain significant volumes of remaining reserves.1

    The two reservoir studies are funded by the U.S. Department of 

    Energy as part of the Class II and Class III Oil Programs for

    shallow shelf carbonate   SSC   reservoirs and slope/basin clasticSBC  reservoirs.

    The technique described in this paper has also been used to

    characterize a wide range of other carbonate and sandstone reser-

    voirs including tight gas sands   Wilcox, Vicksburg, and Cotton

    Valley Formations, Texas, moderate porosity sandstones Middle

    Magdalena Valley, Colombia and San Jorge Basin, Argentina ,

    and high porosity reservoirs   Offshore Gulf Coast and Middle

    East.The techniques used for reservoir description in this paper meet

    three basic requirements that are important in mature, heteroge-

    neous fields.

    1. The reservoir descriptions are log-based. Flow units are

    identified using wireline logs because few wells have cores. Inte-

    gration of data from analysis of cores is an essential component of 

    the log models.

    2. Accurate values of permeability are derived from logs. In

    complex reservoirs, values of porosity and saturation derived from

    routine log analysis often do not accurately identify productivity.

    It is therefore necessary to develop a log model that will allow the

    prediction of another producibility parameter. In these studies we

    have derived foot-by-foot values of permeability for cored and

    non-cored intervals in all wells with suitable wireline logs.3. Use only the existing databases. No new wells will be

    drilled to aid reservoir description.

    Methodology

    Techniques of reservoir description used in these studies are based

    on the identification of rock types  intervals of rock with unique

    petrophysical properties. Rock types are identified on the basis of 

    measured pore geometrical characteristics, principally pore body

    size   average diameter, pore body shape, aspect ratio   size of 

    pore body: size of pore throat and coordination number  number

    of throats per pore. This involves the detailed analysis of small

    rock samples taken from existing cores   conventional cores andsidewall cores. The rock type information is used to develop the

    vertical layering profile in cored intervals. Integration of rock type

    data with wireline log data allows field-wide extrapolation of the

    reservoir model from cored to non-cored wells.

    Emphasis is placed on measurement of pore geometrical char-

    acteristics using a scanning electron microscope specially

    equipped for automated image analysis procedures.2– 4 A knowl-

    edge of pore geometrical characteristics is of fundamental impor-

    tance to reservoir characterization because the displacement of 

    hydrocarbons is controlled at the pore level; the petrophysical

    properties of rocks are controlled by the pore geometry.5– 8

    The specific procedure includes the following steps.

    1. Routine measurement of porosity and permeability.

    2. Detailed macroscopic core description to identify verticalchanges in texture and lithology for all cores.

    3. Detailed thin section and scanning electron microscope

    analyses secondary electron imaging mode  of 100 to 150 small

    rock samples taken from the same locations as the plugs used in

    routine core analysis. In the SBC reservoir, x-ray diffraction

    analysis is also used. The combination of thin section and x-ray

    analyses provides direct measurement of the shale volume, clay

    volume, grain size, sorting and mineral composition for the core

    samples analyzed.

    4. Rock types are identified for each rock sample using mea-

    sured data on pore body size, pore throat size and pore intercon-

    nectivity coordination number and pore arrangement.

    Copyright © 1999 Society of Petroleum Engineers

    Original manuscript received for review 7 October 1997. Revised manuscript received 8December 1998. Paper peer approved 4 January 1999. Paper (SPE 55881) was revisedfor publication from paper SPE 38914, first presented at the 1997 SPE Annual TechnicalConference and Exhibition, San Antonio, Texas, 5 –8 October.

    SPE Reservoir Eval. & Eng.  2  2, April 1999 1094-6470/99/22 /149/12/$3.50

    0.15 149

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    2/12

    5. Algorithms that relate porosity to permeability for each rock 

    type in cored wells are developed.

    6. Log analysis is performed using normalized and environ-

    mentally corrected logs. The log shale indicators are calibrated to

    data from petrographic analysis, specifically, shale volume de-

    rived from thin section analysis, to allow improved accuracy in

    the determination of porosity.

    7. Identification of rock types using log responses in cored

    intervals, and comparison with core data.

    8. Extension of the rock-log model to all wells with sufficient

    logs in the field. Specific algorithms are developed on a field-by-

    field basis that allow the identification of rock types from log data.9. Prediction of permeability, foot-by-foot, in all wells using

    algorithms that relate porosity to permeability by rock type.

    10. Field-wide correlation of rock types and identification of 

    flow units for reservoir simulation.

    Pore Geometry Modeling.  Analysis of pore geometry and inte-

    gration of this data with wireline log data allow field-wide reser-

    voir characterization to be pore system oriented. Pore geometry

    analysis involves identification of pore types and rock types. Pro-

    cedures for the measurement of pore geometry parameters have

    been documented in geological and engineering literature and are

    briefly discussed below.

    Pore Types.   The determination of pore types in a reservoir re-

    quires the use of rock samples conventional core, rotary sidewall

    cores, and cuttings samples in favorable circumstances. In this

    study, analysis is based on 1 in. plugs removed from conventional

    cores. Individual pore types are classified in terms of the follow-

    ing parameters.

     Pore Body Size and Shape.   Determined using scanning elec-

    tron microscope  SEM  image analysis of the pore system.2

     Pore Throat Size.  Determined through capillary pressure

    analysis, SEM analysis of pore casts and direct measurement in

    the SEM.4,7

     Aspect Ratio.   The ratio of pore body to pore throat size: a

    fundamental control of hydrocarbon displacement.7,9

    Coordination Number.  The number of pore throats that inter-

    sect each pore, determined from SEM analysis of pore casts.

    10

     Pore Arrangement.  The detailed distribution of pores in each

    sample as determined in thin section and SEM analyses.10

    These parameters are combined to yield a classification of the

    various pore types in these rocks. Pore types are identified in each

    core sample. A complex core sample may contain several differ-

    ent pore types. It is therefore necessary to group pore types into

    rock types. A rock type is an interval of rock characterized by a

    unique pore structure11 not necessarily a unique pore type. Each

    rock type is characterized by a particular assemblage   suite   of 

    pore types. For each sample, the volume proportion of each pore

    type is determined using SEM-based image analysis.3 This proce-

    dure for rock type identification offers the following advantages. It has long been known that rock types, classified on the basis

    of pore geometry, directly control hydrocarbon displacement effi-ciency   aspect ratio, coordination number, and pore

    arrangement.7,9,11

    The classification procedure presented here assumes that no

    fixed relation exists between the size of pore bodies and pore

    throats. In this regard, we accept the well known premise of the

    independence of pore body and pore throat size.12

    Rock types are identified independent of measured values of 

    porosity and permeability. Predictions of permeability are based

    on a knowledge of porosity and rock type. This avoids the circu-

    larity evident in classification schemes that use porosity and per-

    meability data to identify rock types and, in turn, use the rock 

    types to predict permeability.

    Because throat size is known for each pore type, it is possible

    to develop a pseudo-capillary pressure curve for each sample us-

    ing the well known relationship:13

    Pc214/ d .   1

    Different rock types have different pseudo-capillary pressure

    curves. The validity of the geologically determined rock types is

    evaluated through mercury capillary pressure analysis of selected

    samples. Results reveal differences between the rock types in

    terms of measured capillary characteristics. Such cross checks al-

    low independent validation of the pore geometrical classification

    of rock types. The mercury capillary pressure data are also used toaid in the determination of pore throat sizes.

    Low Porosity, Shallow Shelf Carbonate Reservoir

    Background. Shallow shelf carbonate reservoirs in the U.S. origi-

    nally contained  68 BBO   about one-seventh of all the oil dis-

    covered in the lower 48 states. Recovery efficiency is low; some

    20 BBO have been produced and current technology may only

    yield an additional 4 BBO.1 The problem of low recovery effi-

    ciency in SSC reservoirs is not restricted to the U.S.—it is a

    worldwide phenomenon. SSC reservoirs share a number of com-

    mon characteristics, including the following. A high degree of areal and vertical heterogeneity, relatively

    low porosity and relatively low permeability. Reservoir compartmentalization, resulting in poor vertical and

    lateral continuity of the reservoir flow units and poor sweep effi-

    ciency. Poor balancing of rates of injection and production, and early

    water breakthrough in certain areas of the reservoir. This indicates

    poor pressure and fluid communication and limited repressuring. Porosity and saturation as determined from analysis of wire-

    line logs do not accurately reflect reservoir quality and perfor-

    mance. Many injection and production wells are not optimally com-

    pleted with regard to placement of perforations, and the stimula-

    tion treatment can be inadequate for optimal production and in-

     jection practices.

    The North Robertson Clearfork Unit exhibits all of these char-acteristics. The North Robertson Unit  NRU  was the single larg-

    est waterflood installed in the onshore, lower 48 states of the U.S.

    during the 1980s. The unit covers 5,633 acres, has 259 wells and

    uses a 40 acre 5-spot waterflood pattern with 20 acre nominal well

    spacing. The field was on primary production from 1954 to 1987;

    the secondary waterflood has been in place since 1987. Currently,

    the field has 144 active producing wells, 109 active injection wells

    and 6 water supply wells. An objective of this current study is to

    identify the areas of the Unit with the best potential for additional

    in-fill drilling  planned for 10 acre spacing.

    The original oil in place is estimated at 260 MMSTB with an

    estimated ultimate recovery factor of 13.5%   primary recovery

    7.5%, secondary recovery6%   based on the current produc-

    tion and workover schedule. Current Unit production is approxi-mately 3,000 STB/D and 11,000 BWPD at a water injection rate

    of 20,000 BWIPD.

    The NRU is located in Gaines County, West Texas, on the

    northeastern margin of the central basin platform  Fig. 1. Produc-

    tion is from the Lower Permian Glorieta and Clear Fork Carbon-

    ates. The reservoir interval is thick (gross interval1400 ft).

    More than 90% of the interval has uniform lithology  dolostone,

    but is characterized by a complex pore structure that results in

    extensive vertical layering see rock type distribution,  Fig. 2. The

    reservoir is characterized by discontinuous pay intervals and high

    residual oil saturations  35% to 60%, based on steady state mea-

    surements of relative permeability. The most important immedi-

    150 Davies, Vesse ll, and Auman: Re se rvoir Behavior SPE Re se rvoir Eval. & Eng., Vol. 2, No. 2, Apri l 1999

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    3/12

    ate problem in the field is that values of porosity and saturation

    determined from wireline logs do not accurately reflect reservoir

    quality and performance. Intervals with relatively low porosity

    and high water saturation frequently produce oil at higher rates

    than intervals with relatively high values of porosity and low val-

    ues of water saturation.

    Depositional/Diagenetic Model. Permian carbonates in the NRU

    were deposited in several environments related to a low relief 

    shoreline and shallow marine shelf. Small   a few feet  vertical

    fluctuations in sea level caused significant lateral migration of 

    facies due to lack of vertical relief  0.5 ft/mile. This resulted in

    rapid vertical stacking and alternation of deposits of different en-

    vironments facies. Post-depositional  diagenetic  dolomitization

    resulted in significant ‘‘blurring’’ of facies boundaries, but this

    did not totally eradicate the facies-related layering profile estab-

    lished at the time of deposition: reduction of the original porosity

    and permeability and modification of the original pore geometry.

    Because of the diagenetic modification of pore structure, thereis no obvious relationship between porosity and permeability  Fig.

    3. It is not possible to predict permeability with any acceptable

    degree of accuracy from knowledge of the porosity. Hence log

    identification of potential pay intervals is difficult. Such complex

    relationships between porosity and permeability are not confined

    to the NRU: they are common in most carbonate reservoirs world-

    wide because most carbonate rocks have undergone significant

    diagenesis.

    A method used in many reservoir studies to resolve this di-

    lemma is to relate porosity and permeability to depositional envi-

    ronment. In the NRU, there is no relationship among porosity,

    permeability and depositional environment  Fig. 3. Different en-

    vironments have similar ranges of porosity and permeability. This

    is not surprising. The carbonates have undergone significant di-agenetic alteration of pore geometry in all environments thus there

    is no fundamental relationship between depositional environment

    and permeability. This problem is common in many diagenetically

    altered reservoirs  sandstones and carbonates.

    Most geological reservoir characterizations are rock oriented:

    they stress environments of deposition and lithology. However,

    useful models of the reservoir are pore system dependent. There-

    fore in rocks with complex pore structure, it is necessary to de-

    scribe the reservoir in terms of pore geometry rather than in terms

    of the characteristics of the solid components of the reservoir

    based on environments or lithology.

    Porosity/Permeability Relationship.  In the NRU, eight rock 

    types are identified based on the relative volumetric abundance of 

    each pore type. While each rock sample normally contains more

    than one pore type, most rock types are characterized by one

    dominant pore type. For example, rock type 1 is dominated by

    pore type A and lacks pore type B; rock type 2 is dominated by

    pore types B and C; rock type 8 contains only pore type 8 Fig. 4,

    Table 1. Identification of rock types is fundamentally important

    because porosity and permeability are related within a specific

    pore structure.12

    The basic relationship between porosity and permeability ex-

    hibits a considerable degree of scatter in the NRU   up to four

    orders of magnitude variation in permeability for a given value of 

    porosity. However, porosity and permeability are closely related

    for each rock type  RT Fig. 5. The rock type relationship with

    permeability has an error range of less than one-half decade for

    most samples. Regression equations are developed for each rock 

    type to quantitatively define each relationship  using log-log plots

    to avoid zero porosity intercepts. These equations are used in the

    field-wide prediction of permeability  permeability being a func-

    tion of porosity and rock type.

    The slope of the individual regression lines varies among rock 

    types. This demonstrates the well known independence of pore

    body and pore throat size.12 Some methods of flow unit classifi-

    cation assume a constant relationship between pore body and pore

    throat size.14,15 This is unfortunate because, in such classification

    schemes, the slopes of the porosity-permeability regression lines

    Fig. 1–Location map of some of the major carbonate fields in

    West Texas that have been characterized with the methodology

    described in this paper.

    Fig. 2–Log response profiles and vertical distribution of rock

    types, NRU.

    Da vies, Vessell , and Auman: Reservoir Behavior SPE Reservoir Eval . & Eng., Vol. 2, No. 2, April 1999 151

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    4/12

    are identical for each rock type. This means that pore bodies and

    pore throats increase in size at identical rates in all rock types: an

    improbable characteristic of rocks with complex pore systems.

    Average values of porosity and permeability are given for each

    rock type in  Table 2. Rocks with the highest porosity in the NRU

    do not have the highest permeability. The principal pay rocks in

    the field are rock types 1 and 2. They have significantly lower

    values of porosity but higher values of permeability than rock type

    4. This has important implications in terms of selecting zones to

    perforate. Obviously, zones with the highest porosity should not

    be the principal targets in this field. Accurate prediction of per-

    meability from wireline logs is therefore of fundamental impor-

    tance.

    Rock/Log Model.  The existing database consists of conventional

    cores from 8 wells and 120 wells with a relatively complete mod-

    ern log suite that includes the gamma ray   GR, photoelectric

    factor  PEF, bulk density  RHoB, neutron porosity PHIN  and

    dual laterolog Ll. Pore geometry analysis reveals that eight rock 

    types occur in the NRU. Six of the rock types are dolostone, one

    Fig. 3–Core-derived values of porosity and permeability for principal depositional environments, NRU.

    152 Davies, Vesse ll, and Auman: Re se rvoir Behavior SPE Re se rvoir Eval. & Eng., Vol. 2, No. 2, Apri l 1999

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    5/12

    is limestone  non-pay: structurally low and wet in this field, one

    is shale  Table 2. Individual rock types can be recognized using

    specific cut-off values based on analysis of environmentally cor-

    rected and normalized log responses and comparison with core-

    based determination of rock type. The combinations of log re-

    sponses used to discriminate among rock types in the NRU are the

    following. Apparent matrix density   Rhomaa   versus apparent matrix

    volumetric photoelectric factor   Umaa   with gamma ray: allows

    discrimination of dolostone   rock types 1 through 4, limestone

    rock type 5, anhydritic dolostone   rock type 6, siltstone   rock 

    type 7  and shale  rock type 8 Fig. 6. Laterolog shallow   Lls, laterolog deep   Lld   and porosity:

    allows discrimination among dolostones and rock types 1 through

    4  Fig. 7.

    The rock-log model was first developed for five cored wells

    only. Subsequently the model was extended to the three remaining

    cored wells. Evaluation of cored intervals reveals successful dis-

    crimination   80%   of each of the principal rock types   rock types 1 through 4  despite the fact that the wells were logged by

    different companies at different times. Misidentification of rock 

    type 1 results in identification of rock type 2, while misidentifica-

    tion of rock type 2 results in identification of rock type 1, thus,

    there is no significant misidentification of the dominant rock types

    by logs over the cored intervals. Much of the misidentification is

    due to the fact that eight rock types are identified using five inde-

    pendent log responses, together with normally calculated porosity

    and water saturation. The rock type model is extended to all wells

    with sufficient log suites in the field   120 wells in the NRU.

    Specific algorithms allow rock type identification on a foot-by-

    foot basis in each well. As has been shown previously   Fig. 5,

    permeability is a function of rock type and porosity. Rock type

    and porosity can be determined from well log responses alone.

    Therefore, permeability can be predicted using well log informa-

    tion. This allows the development of a vertical layering profilebased on rock type and permeability in cored and non-cored wells

    Fig. 2. The resulting reservoir model is numeric, log-based and

    suitable for simulation input.

    Hydraulic Flow Units.   Individual hydraulic flow units   HFUs

    are identified based on integration of data regarding the distribu-

    tion of rock types and petrophysical properties   particularly per-

    meability and fluid content. Evaluation of these data for 120

    wells reveals that rock types are not randomly distributed. The

    principal reservoir rocks   rock types 1 and 2   generally occur in

    close association, and they alternate with lower quality rocks

    rock types 3, 4, 6, 7 and 8. Correlation of rock types between

    wells reveals an obvious layering profile in which 12 distinct lay-

    ers, hydraulic flow units, are distinguished in the NRU.Maps were prepared for each of the HFUs to illustrate the

    distribution of important petrophysical parameters. The distribu-

    tion of the principal rock types for each HFU was also mapped.

    This allows rapid identification of areas of the field dominated by

    either high quality or low quality rock. Examples of these maps

    and cross sections of hydrodynamic flow units are presented

    elsewhere.16

    There is a general tendency in the NRU for the higher quality

    rocks rock types 1 and 2 to occur in discrete belts on the north-

    east edge of the Unit while lower quality rocks  rock types 3 and

    4   occur in southwest portions of the Unit. Within this general

    Fig. 4 –Volumetric proportions of

    pore types in each rock type.

    TABLE 1– PORE TYPE CLASSIFICATION, NRU

    Pore Type

    Size

    ( m) Shape Coordination Aspect Ratio Pore Arrangement Geological Description

    A 30–100 Triangular 3–6 50–100:1 Interconnected Primary interparticleB 60–120 Irregular   3 200:1 Isolated Shell molds and vugsC 30–60 Irregular   3 100:1 Isolated Shell molds and vugsD 15–30 Polyhedral 6   50:1 Interconnected IntercrystallineE 5–15 Polyhedral 6   30:1 Interconnected IntercrystallineF 3–5 Tetrahedral 6   20:1 Interconnected IntercrystallineG   3 Sheet/slot 1 1:1 Interconnected Interboundary sheet and

    intercrystalline pores

    Davie s, Vessell , and Auman: Reservoir Behavior SPE Reservoir Eval . & Eng., Vol. 2, No. 2, April 1999 153

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    6/12

    trend, perturbations exist in the distribution of permeability. These

    perturbations are important because they result in compartmental-

    ization of the reservoir. There are no faults in the NRU. Compart-

    mentalization is entirely stratigraphic. It is the result of areal

    variations in the distribution of individual rock types.

    Specific log shapes are not unique to each rock type. Thus flow

    units cannot be chosen and traced through clusters of wells in the

    NRU using a log signature. This is a common problem in most

    SSC reservoirs, worldwide. Hence the need to use rock type dis-

    tribution to determine reservoir quality and to assist in the defini-

    tion of flow unit continuity.

    It is obvious that uniform in-fill drilling is neither prudent nor

    warranted due to the stratigraphic compartmentalization and ir-

    regular permeability distribution of this reservoir. In-fill drilling

    should be restricted to areas of the field where rock types 1 and 2 are dominant and

    Fig. 5–Core porosity and permeability for dolostone rock types  „RT 1 through 4…, NRU.

    TABLE 2– POROSITY, PERMEABILITY AND LITHOLOGY BY ROCK TYPE, NRU

    Rock Type

    Median Porosity

    (%)

    Median Permeability

    (md) Lithology

    1 5.0 1.5 Dolostone2 5.6 0.2 Dolostone3 4.5 0.08 Dolostone4 7.5 0.02 Dolostone5*   5.8 0.40 Limestone6 1.0   0.01 Dolostone (anhydritic)7 2.3   0.01 Siltstone, dolomitic8   ¯ ¯   Shale and argillaceous dolostone

    *Structurally low and water-bearing in the NRU.

    154 Davies, Vesse ll, and Auman: Re se rvoir Behavior SPE Re se rvoir Eval. & Eng., Vol. 2, No. 2, Apri l 1999

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    7/12

    to areas that have good permeability and hydrocarbon pore vol-

    ume   HPVH   characteristics, high primary and secondary recov-

    ery, and areas of poor reservoir continuity with acceptable porosity

    and permeability values, significant abundance of rock types 1, 2

    or 3, and good primary but poor secondary recovery.

    Application and Results.  Comparison of the geological modelwith historical production performance data for the NRU reveals

    that the producing characteristics of individual wells are a direct

    function of local rock type distribution. The reservoir depletes and

    re-pressures as a function of rock type throughout all areas of the

    Unit.16 Therefore rock type distribution and rock type thickness

    per flow unit are important variables that allow us to understand

    and to predict reservoir behavior on well-by-well and field-wide

    scales.

    Maps of historical production characteristics   contacted oil in

    place, estimated ultimate recovery and reservoir pressure   were

    compared to maps of rock type distribution, permeability thick-

    ness, and hydrocarbon pore volume to identify areas of the Unit

    for in-fill drilling. Specific areas targeted for new in-fill wells in

    the NRU were areas of the field with a significant thickness of undrained rock type 3, characterized by relatively low porosity

    and low permeability.

    Eighteen new wells  14 producers and 4 injection wells  were

    drilled in 1996 on the basis of this integrated geological-

    engineering work. These are 10 acre in-fill wells. Initial produc-

    tion and average production of each well are higher than the his-

    toric well average for the field. Field-wide production has

    increased by 25% with an increase of only 7% in the total number

    of wells in the field.

    High Porosity, Slope/Basin Clastic Reservoir

    Background.  The SBC reservoir study concentrates on the Tar

    Zone of Fault Block IIA in Wilmington Field, California  Fig. 8.Wilmington Field was discovered in 1936. It is the third largest oil

    field in the U.S. based on total reserves. Approximately 2.4 BBO

    have been produced to date from an OOIP of 8.8 BBO. In the Tar

    Zone, the oil has a gravity of 14°API and a viscosity of 360 cp

    and Fault Block IIA is on steamflood. The production history is

    summarized in   Table 3. Fault Block IIA is developed using a

    7-spot pattern with a well spacing of 7.5 acres and currently has

    39 injection and 57 production wells. Steam is supplied at the rate

    of 395 mmBtu/hr, 1250 psig at 80% steam quality  25,500 bbl/d

    cold water equivalent. Reservoir pressures are maintained at 700

    to 900 psi to prevent surface subsidence. Temperatures in the

    steam chest reach 500 to 540°F.

    Depositional/Diagenetic Model. The Tar Zone produces oil fromtwo, unconsolidated, fine grained, lithologically complex arkosic

    sands in the Pliocene Repetto Formation T and D Sand Intervals,

    Fig. 9. The sands in these Intervals were deposited in heteroge-

    neous, turbidite reservoirs. Internal reservoir compartmentaliza-

    tion is common  both vertical and areal due to the deposition of 

    Fig. 6–Differentiating potential pay from non-pay reservoir

    rock, NRU.   Fig. 7– Differentiating between pay rock types, NRU.

    Fig. 8 –Location map, Wilmington Field.

    Davie s, Vessell, and Auma n: Reservoir Be havior SPE Reservoir Eva l. & Eng., Vol. 2, No. 2, April 1999 155

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    8/12

    individual sand beds by successive turbidites. Individual sand

    beds range in thickness from 1 to 20 ft, with most beds being less

    than 10 ft thick. Very thick   3 ft   sand beds are the result of 

    amalgamation of the deposits of successive turbidites. Individual

    sand beds experienced different transport histories, i.e., different

    hydrodynamic regimes established during deposition. Changes in

    the hydrodynamic regime, such as changes in flow characteristics

    turbulent or laminar, flow velocities, and internal sediment con-

    centration, significantly influence the vertical and lateral distribu-

    tion of important rock parameters, such as grain size, sorting and

    grain composition—all of which act as significant, fundamental

    controls of the permeability.

    Sandstones of the Tar Zone have values of porosity that range

    between 30% and 40% and values of permeability that range from400 to 8,000 md, with a weighted average of 1000 md. Formation

    evaluation is complicated by the fact that the permeability of po-

    tentially productive sand intervals ranges over several orders of 

    magnitude for any value of porosity  Fig. 10. Log-based forma-

    tion evaluation is complicated by the fact that stratigraphically

    equivalent intervals in different wells can have the same porosity

    but significantly different values of permeability.

    Porosity/Permeability Relationship.  It is generally recognized

    that the relationship between porosity and permeability is

    asymptotic when plotted arithmetically. For values of porosity

    between 0% to 5%, the rate of permeability increase is low  the

    least squares line has a low slope. For porosity values between

    5 and 25%, the rate of permeability increase is relatively highthe least squares line has a high slope. Above  25% porosity,

    the rate of permeability increase is low  the least squares line has

    a low slope.

    Routine core analysis data from the Tar Zone reveal that all

    rock samples have high values of porosity generally 25%, Fig.

    10. Image analysis of porosity in the scanning electron micro-

    scope confirms the core measured values for rock samples. This is

    also confirmed by log analysis. The relationship between porosity

    and permeability reveals the following. Between values of 25% and 40% porosity, values of perme-

    ability increase slowly  as predicted from general theory. The basic relationship exhibits a considerable degree of scat-

    ter more than three orders of magnitude variation in permeability

    for a given value of porosity, Fig. 10.

    Five rock types have been quantitatively identified in the TarZone on the basis of a combination of lithology   from macro-

    scopic core analysis   and image analysis of pore body and pore

    throat size   Table 4. Rock types 1, 2 and 3   shale-free, arkosic

    sandstones, high quality reservoir rocks   are differentiated solely

    on the basis of measured pore geometrical characteristics  size of 

    pore bodies and pore throats. There is no compositional or grain

    size difference among each of these rock types. Rock types 4 and

    5 are differentiated lithologically, specifically by using the volume

    of shale  rock type 4, V shale 5% to 40%: Rock Type 5, V shale

    40%.

    The wide dispersion of porosity/permeability data  Fig. 10 re-

    flects changes in the distribution of pore types  pores with bodies

    and throats of varying size

      within the Tar Zone. Virtually allpores  95%   in the sandstones are of primary intergranular ori-

    gin. The coordination number number of pore throats per pore is

    uniform for all pore types  6. The difference in the pore types

    is the pore body size and the size of the pore throats that inter-

    connect the adjacent pores   Table 4. Pore body and pore throat

    size are fundamentally controlled by sorting  range of grain sizes

    of the sand grains.

    Permeability varies largely as a function of rock type in the Tar

    Zone. Intervals with identical values of porosity have significantly

    different values of permeability. While there is some degree of 

    overlap between rock types 1 and 2, it can be seen that porosity

    and permeability are closely related within each rock type   Fig.

    10. This confirms the early work of Calhoun who pointed out that

    there is a close relationship between porosity and permeabilitywithin rocks with a specified pore geometry.12

    Algorithms have been developed that relate porosity to perme-

    ability for the four sandstone rock types with routine core analysis

    Fig. 9–Characteristic log response profiles and

    vertical distribution of rock types, Well

    UP901B, Wilmington Field.

    TABLE 3– SUMMARY OF PRODUCTION HISTORY,

    FAULT BLOCK IIA, TAR ZONE

    Production Mode Time Period

    Oil Recovery

    (mbbls)

    Recovery Factor

    (%)

    Primary 1937–1960 15,201 15.4

    Waterflood 1960–1982 8,299 8.4

    Steamflood 1982–1/1/96 8,422 8.4

    Total 1937–1/1/96 31,922 32.2

    156 Davies, Vessell, and Auman: Reservoir Behavior SPE Re se rvoir Eval. & Eng., Vol. 2, No. 2, Apri l 1999

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    9/12

    measurements   rock types 1 through 4,   Table 5. Porosity/ permeability algorithms for values of porosity 25% are based on

    the measured core data. No data exist for low porosity rock in this

    area. Simple linear extrapolation of these algorithms to values of 

    low porosity results in calculation of excessively high values of 

    permeability. This is obviously incorrect. Thus, we have extrapo-

    lated the porosity/permeability relationship for each rock type

    from values of 25% porosity though an intercept at 0% porosity

    and 0.1 md permeability.

    No petrophysical measurements exist for rock type 5   shale.

    The permeability has been estimated as 0.01 md based on mea-

    surement of pore throat size from direct scanning electron micro-

    scope analysis.

    Rock Type Identification.  Individual rock types can be identifiedusing specific ‘‘cut-off’’ values based on analysis of environmen-

    tally corrected and normalized well log responses and using the

    comparison of the core-based determination of rock type. Rock 

    types 1 through 4 are identified using a cross plot of apparent

    grain density versus the logarithm of the absolute value of the

    separation between the resistivity of the flushed zone   Rxo   and

    the resistivity of the uninvaded zone Rt Figs. 11 and 12. Rock 

    type 5   shale   is identified using the gamma ray log   37 API°

    units of gamma rayshale lithology based on the macroscopic

    core description. Rock types can thereby be identified, foot-by-

    foot, in all wells with a sufficient logging suite.

    Fig. 10–Core porosity and permeability by rock type, Tar zone, Wilmington Field.

    Da vies, Vessell , and Auman: Reservoir Behavior SPE Reservoir Eval . & Eng., Vol. 2, No. 2, April 1999 157

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    10/12

    Shale Volume Calculation.   Log shale indicators have been cali-

    brated to actual values of measured shale from petrographic

    analysis; see the log track labeled ‘‘Rock Calibrated’’   Fig. 9.

    This is a very important analytical procedure in the petrophysical

    interpretation of these sands   and any sand with complex

    mineralogy/lithology  because wireline logs are affected by non-

    shale components: radioactive sand grains such as orthoclase feld-

    spar, mica and metamorphic rock fragments; heavy minerals such

    as siderite, pyrite; and grains with high hydrogen content, such as

    altered metamorphic and igneous rock fragments. Traditional

    techniques of shale volume calculation using gamma ray, neutron-

    density separation or apparent matrix density   Rhomaa   incor-

    rectly calculate these structural framework  components as shale.

    One of the biggest problems in the Tar Zone is that traditional

    log interpretation techniques yield an average shale volume   V

    shale  of 17% in the productive sandstones  see log track headed

    ‘‘Scaled’’ in Fig. 9. This is a significant error because the clean

    sands   rock types 1, 2 and 3  contain   1% V shale, based on

    direct measurement of rock samples. Production experience dur-

    ing waterflood and steamflood operations reveals no shale-related

    problems in this field.

    For this study we have calibrated all wireline log shale indica-

    tors to the results of petrographic analysis in cored wells. Theseindicators include the gamma ray, Rhomaa, PHIN and neutron-

    density separation. A composite algorithm is developed for log-

    based, shale volume determination   track labeled ‘‘Rock Cali-

    brated,’’ Fig. 9. The shale volume correction algorithm,

    developed in the cored wells, is applied to all wells in the field

    because the non-shale, radioactive sand grains occur throughout

    the reservoir interval. In addition, we have corrected for thin bed

    effects using macroscopic core descriptions and the logarithm of 

    the absolute values of separation between Rxo and Rt versus frac-

    tional neutron porosity Fig. 13.

    Permeability Prediction.  Log derived values of porosity are de-

    rived using shale-corrected neutron and density porosity values

    with appropriate corrections for the zones that have been steamed.

    In a clean, non-steamed sand, the density and neutron curves

    stack. The presence of steam in the near well bore region signifi-

    cantly affects the neutron response. The neutron porosity log in

    this field reads several porosity units lower than the density log

    where there is steam. The effect on the density log is negligible.

    Steam corrections have been made through reconstruction of the

    neutron porosity curve by regressing RHoB and PHIN data.

    As was shown earlier   Fig. 10, permeability is a function of 

    porosity and rock type. Since rock type and porosity can be de-

    termined from well log response, permeability can be predicted

    using well log responses only. This enables a vertical layering

    profile based on rock type and permeability in cored and non-

    cored wells to be developed Fig. 9.

    Hydraulic Flow Units.  Individual hydraulic flow units are iden-tified based on rock type distribution  each rock type represents a

    different flow unit. Evaluation of these data reveals that the rock 

    types are not randomly distributed. The principal rock types  rock 

    types 1 and 2  occur in close association and alternate with one

    another. Lower quality rocks  rock types 3, 4 and 5 tend to occur

    together and alternate with one another. There is a direct relation-

    ship between rock type and potential producibility. The highest

    quality sand in Wilmington Field   D sand, Fig. 8   consists pre-

    dominantly of rock type 1 with a lesser net footage of rock type 2.

    Fig. 11 –Rock type identification plot: Discrimination of rock

    types 1 and 2 from 3 and 4.

    TABLE 4– ROCK TYPE CHARACTERISTICS, TAR ZONE

    Rock Type

    Median Porosity

    (%)

    Median Permeability

    (md) Lithology

    Pore Diameter

    ( m)

    Pore Throat Radius

    ( m)

    1 32 2000 Clean sandstone* 50–150 5–10

    2 33 1100 Clean sandstone* 20–50 2–5

    3 35 300 Clean sandstone* 10–20   2

    4 33 7 Shaly siltstone/  

    sandstone**5   1

    5   ¯ ¯   Shale***   ¯ ¯

    *Less than 5% Vshale.**10% to 40% Vshale.

    ***More than 40% Vshale (based on petrographic analysis).

    TABLE 5– RELATIONSHIP OF POROSITY TO

    PERMEABILITY, TAR ZONE

    Rock

    Type Porosity-Permeabil ity Algorithm

    1 If porosity0.25

    then  K 10∧

    (1.100* porosity)2.940

    If porosity0.25

    then  K 10∧

    (16.8* porosity)1 2 If porosity0.25

    then  K 10∧

    (2.2474* porosity)2.227

    If porosity0.25

    then  K 10∧

    (15.2* porosity)1 3 If porosity0.25

    then  K 10∧

    (1.697* porosity)1.840

    If porosity0.25

    then  K 10∧

    (12.8* porosity)1 4 If porosity0.25

    then  K 10∧

    (0.746* porosity)0.526

    If porosity0.25

    then  K 10∧

    (6.8* porosity)1

    5 If rock type 5 then

    K 0.01

    158 Davies, Vesse ll, and Auman: Re se rvoir Behavior SPE Re se rvoir Eval. & Eng., Vol. 2, No. 2, Apri l 1999

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    11/12

    The lower quality, highly compartmentalized T sand consists pre-

    dominantly of rock type 2 with a significant net footage of rock 

    types 3, 4 and 5.

    The net footage of each rock type is determined for each well

    and each zone. This allows rapid, computer based mapping of the

    distribution of each rock type throughout the Field.

    In Wilmington Field, the relative rate of fluid recovery was

    correctly predicted for two DOE-sponsored field development ar-

    eas   an in-fill area and a step-out area   using the permeability

    model developed here. Thus permeability modeling is of value inthe planning of field development programs in unconsolidated

    rocks with high values of porosity.

    Conclusions

    1. Measurement of pore geometrical parameters allows an im-

    proved prediction of permeability and permeability distribution

    from wireline logs in partially cored intervals, and in adjacent

    uncored intervals and adjacent uncored wells. It improves the pre-

    diction of reservoir quality in non-cored intervals for improved

    completions and for EOR decisions.

    2. Detailed pore geometrical attributes allow a definition of 

    hydraulic flow units to be made. These attributes can be related to

    log response, thus allowing the development of a field-wide, log-

    based reservoir model.3. Existing logs and cores can be used to develop a pore

    geometry-based, predictive model of permeability and well behav-

    ior for in-fill and step-out wells. This allows optimum planning of 

    field development projects.

    4. Uniform well spacing patterns in heterogeneous reservoirs

    are not prudent because of the existence of significant areal varia-

    tions in permeability. In-fill drill patterns should be based on the

    distribution of kH and HPVH.

    5. The reservoir characterization methodology used in this

    study can be used in reservoirs of widely differing lithologies and

    quality. It allows identification of areas of the reservoir character-

    ized by  i   high values of porosity, permeability, and HPVH,  ii

    thick sequences of potentially productive rock, and  iii  compart-

    mentalization.

    6. The technique uses existing data and can eliminate the need

    for ‘‘evaluation’’ wells. In some reservoirs it can reduce the num-

    ber of required well tests, thereby minimizing the loss of produc-

    tion that occurs when wells are shut in for testing purposes. These

    DOE-sponsored studies reveal that comprehensive analysis, inter-

    pretation and prediction of well and field performance can be

    completed quickly on the order of weeks or months for complex

    fields with large numbers of wells, at minimal cost.

    Nomenclature

    214     constant  Ref. 13

    d      diameter of pore throat   m

    cp     centipoise

    Acknowledgments

    We gratefully acknowledge the financial support of the US De-

    partment of Energy, Class II and Class III Oil Programs, Fina Oil

    and Chemical Company and Tidelands Oil Production Company.

    References

    1. Pande, P.K.: ‘‘The NRU-DOE Prospectus,’’ Fina Oil and Chemical

    Co., Midland, Texas  1995, p. 8.

    2. Clelland, W.D. and Fens, T.W.: ‘‘Automated Rock Characterization

    With SEM/Image-Analysis Techniques,’’   SPE Formation Eval.   6,

    437  1991;  Trans., AIME  291 .

    3. Ehrlich, R. and Davies, D.K.: ‘‘Image Analysis of Pore Geometry:

    Relationship to Reservoir Engineering and Modeling,’’ Paper SPE

    19054, Presented at the 1989 SPE Gas Technology Symposium, Dal-

    las, 7–9 June.

    4. Wardlaw, N.C.: ‘‘Pore Geometry of Carbonate Rocks As Revealed by

    Pore Casts and Capillary Pressure,’’  AAPG Bull. 60, 245–257 1976.

    5. Muskat, M.: Flow of Homogeneous Fluids Through Porous Media,

    McGraw–Hill, New York  1937, p. 763.

    6. Leverett, M.C., ‘‘Flow of Oil Water Mixtures Through Unconsoli-

    dated Sands,’’  Trans.,  AIME 1–5  1941.

    7. Wardlaw, N.C.: ‘‘The Effects of Pore Structure on Displacement Ef-

    ficiency in Reservoir Rocks and in Glass Micromodels,’’ Paper SPE

    8843, Presented at the 1980 SPE/DOE Symposium on Enhanced OilRecovery, Tulsa, Oklahoma, 20– 23 April.

    8. Myers, M.T.: ‘‘Pore Combination Modeling: a Technique for Model-

    ing the Permeability and Resistivity Properties of Complex Pore Sys-

    tems,’’ Paper SPE 22662, Presented at the 1991 SPE Ann. Tech.

    Conference and Exhibition, Dallas, 6 –9 October.

    9. Li, Y. and Wardlaw, N.C.: ‘‘The Influence of Wettability and Critical

    Pore-Throat Size Ratio on Snap-Off,’’   J. Colloid Interface Sci.  10 9,

    461–472 1986.

    10. Wardlaw, N.C. and Cassan, J.P.: ‘‘Estimation of Recovery Efficiency

    by Visual Observation of Pore Systems in Reservoir Rocks,’’  Bull.

    Can. Pet. Geol.  26 , 572–585  1978.

    11. Archer, J.S. and Wall, C.G.:   Petroleum Engineering Principles and 

    Practice, Graham and Trotman, Ltd., London  1986 p. 362.

    12. Calhoun, J.C.:  Fundamentals of Reservoir Engineering, Univ. Okla-

    homa Press, Norman  1960  p. 426.13. Washburn, E.W.: ‘‘Note on a Method of Determining the Distribution

    of Pore Sizes in a Porous Material,’’  Proc. Natl. Acad. Sci. USA   7,

    115–116 1921.

    14. Amaefule, J.O. et al.: ‘‘Enhanced Reservoir Description: Using Core

    and Log Data To Identify Hydraulic  Flow Units and Predict Perme-

    ability in Uncored Wells,’’ paper SPE 26436, Presented at the 1993

    SPE Ann. Tech. Conference and Exhibition, Houston, 3–6 October.

    15. Martin, A.J., Solomon, S.T., and Hartman, D.J.: ‘‘Characterization of 

    Petrophysical Flow Units in Carbonate Reservoirs,’’   AAPG Bull.  81 ,

    734–759 1997.

    16. Davies, D.K., Vessell, R.K., Doublet, L.E., and Blasingame, T.A.:

    ‘‘Improved Characterization of Reservoir Behavior by Integration of 

    Reservoir Performance Data and Rock Type Distributions,’’ Proceed-

    Fig. 12–Discrimination of rock types 3 and 4.

    Fig. 13–Lithology determination „ numbersV shale%….

    Da vies, Vessell , and Auman: Reservoir Behavior SPE Reservoir Eval . & Eng., Vol. 2, No. 2, April 1999 159

  • 8/17/2019 Integration of geological and petrophysical data.pdf

    12/12


Recommended