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    INNOVATIVE ENGINEERING SYSTEMS LIMITED14 RUBISLAW TERRACE LANE ABERDEEN AB10 1XF UK

    TEL: +44 (0)1224 658695 FAX:+44 (0)1224 658696E-MAIL [email protected]

    INNOVATIVE ENGINEERING SYSTEMS LIMITED

    IESL

    Geo -COMPLETION

    Well Engineering

    Technical Brochure

    MAY 2005

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    TABLE OF CONTENTS

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 3

    1. INTRODUCTION........................................................................................... 5

    2. TECHNOLOGY BACKGROUND................................................................ 9

    2.1 Impact of geomechanical properties on reservoir performance ........... 9

    2.2 Field conditions and reservoir properties............................................ 10

    2.3 Relationship of stress & permeability.................................................11

    3. GEO-COMPLETION FUNDAMANTALS ............................................. 15

    3.1 Computational models ........................................................................ 15

    3.2 Features & characteristics of the models ............................................ 16

    4. SYSTEM STRUCTURE............................................................................... 17

    4.1 Reservoir module ................................................................................ 17

    4.2 Interface module ................................................................................. 18

    4.3 Wellbore module................................................................................. 18

    5. CONTACT INFORMATION....................................................................... 21

    APPENDIX A OUTPUT GRAPHICS.................................................................23

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    Table of Content

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    4 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

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    Section 1

    INTRODUCTION 1

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 5

    1. INTRODUCTION

    P R O B L E M S

    Well and reservoir deliverability impairment is commonly attributed to skindevelopment

    Well integrity deteriorates with depletion and changes in the fluid and

    production conditions resulting in poor productivity

    Solids production and loss of well integrity is commonly identified late

    resulting in loss of production and poor hydrocarbons recovery

    In field re-development projects the assumption that rock and reservoir

    properties have not changed significantly normally leads to costly

    B E N E F I T S Coupled flow and geomechanics improves the understanding of well and

    reservoir performance resulting in better completions and higher production

    Changes in reservoir mechanical properties can be beneficial to improve

    production and extend life of the field

    Field re-development projects can be enhanced from timely identification of the

    rock mechanical affecting productivity therefore, allowing to improve well

    design reduce risk

    Geo-COMPLETION is a system that integrates Reservoir and Completion Engineering

    principles with Geomechanics in order to enhance productivity and reservoir deliverability

    through an improved well design and evaluation process. The system is structured so it

    addresses the main issues of the completion design process for initial reservoir conditions as

    well as accounting for the changes that take place through the life of the field. The system is

    composed of three main modules as depicted below

    Reservoir module

    Interface (Reservoir/Wellbore) module

    Wellbore module

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    Introduction1

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    6 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

    Figure 1.1 Geo-COMPLETION - Areas of Expertise

    The Reservoir module addresses productivity issues previously ignored by current

    approaches. These include inflow, skin, invasion and mechanical integrity of the rock. The

    integration of Geomechanics contributes to a better understanding of these issues enhancing

    the well design process and long-term productivity. For instance, withGeo-COMPLETION,

    formation permeability changes as a function of depletion are determined on a foot-by-foot basisby taking into consideration how the rock integrity evolves during the life of the field. Also the

    rocks fabric is determined and changes in grain arrangement are predicted in order to quantify

    its impact on productivity. The well design process is enhanced by:

    Determining rocks permeability changes as a function of pressure depletion therefore,

    contributing to MAXIMIZING long-term productivity

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    Introduction 1

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 7

    Determination of solids invasion and formation damage on a foot-by-foot basis

    resulting in more accurate inflow contribution, which ENHANCES well completion

    design and REDUCES risk and cost Determination of the critical BHFPs for wellbore or perforation tunnels stability,

    MINIMIZING the risk of solids production and Enhancing long term production

    Identification of the impact on productivity of the different parameters such as BHFPs,

    GOR, WOR and depletion for both Sandstones and Carbonates which AIDS in the

    completion design and equipment selection processes

    The Interface module covers all the aspects that link the reservoir with the Wellbore such as

    casing design, cementation, perforation and stimulation programs. Integrated with the results ofthe Reservoir module, the Interface module allows detailed evaluation of the interface and how

    the interaction between the reservoir and the wellbore can be maximized for improved well

    productivity. This permits

    IMPROVED hole size selection and casing design to minimise operational risk and

    cost.

    ENHANCED stimulation treatment design and implementation by allowing a more

    accurate diagnosis of invasion and formation damage.

    ENHANCEDwell perforating design and interval selection by taking into account the

    stress conditions and rocks integrity through the entire life of the reservoir.

    OPTIMIZEDcementing through the reservoir section by using reservoirs rock integrity

    and strength to avoid slurry losses and enhance placement and zonal isolation.

    The Wellbore module covers all the aspects of selecting the optimum equipment and

    completion options. Geo-COMPLETION allows optimum design for reservoirs prone to

    solids production for both sandstones and carbonates. Conditions to optimize completionselection permits:

    OPTIMUMequipment selection for wells requiring solids management or their control

    can be implemented based on a better understanding of the reservoir and the

    expected operating conditions.

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    Introduction1

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    8 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

    In the cases where a solids production strategy is selected, Geo-COMPLETIONallows the

    identification and minimisation of equipment damage ENHANCING productivity and long-term

    performance.

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    Section 2

    TECHNOLOGY BACKGROUND 2

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 9

    2. TECHNOLOGY BACKGROUND

    Current well completion design has traditionally taken very little notice of the Geomechanical

    issues that affect reservoir performance over the life of the field. Geomechanical issues aremost commonly considered only in order to determine the likelihood of solids production. At

    this point a decision is made as to whether to implement a completion that will include a solids

    control method or not.

    A similar situation exists in terms of reservoir engineering and analysis where the overhead of

    Geomechanics is just an extra hassle in addition to the existing obstacles encountered in

    defining and analysing reservoirs performance.

    The fact is that the prevalent geomechanical conditions in a particular field such as in-

    situ stresses and rock mechanical properties have a significant impact on productivity at

    all stages of the field life. Even worst, these parameters change in time and are not

    adequately accounted while designing new completions or evaluating future reservoir

    performance.

    The lack of understanding and utilisation of geomechanical principles in current well design and

    reservoir evaluation results in leaving unexploited the real well and reservoir production

    potential at all stages of the fields life.

    2.1 IMPACT OF GEOMECHANICAL PROPERTIES ONRESERVOIR PERFORMANCE

    Geomechanical conditions in a field have a significant effect on the reservoir properties and

    rocks fibre through the life of the field. Changes in properties such as permeability, porosity and

    pressures are the most common ones encountered. It is accepted in engineering terms that

    permeability changes that commonly are not accounted for in conventional well completion

    design are the results in local or field wide changes of the earth stresses. In most cases we

    attribute this changes to the appearance of a skin that we are unable to neither define nor

    quantify properly.

    This is illustrated in the following graph, which illustrates a reservoir sequence in South East

    Asia and how rocks integrity varies for different stages of depletion during the life of the field.

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    Technology Background2

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    10 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

    Figure 2.2 - Geomechanical Efficiency

    The strength of the various layers (both sandstones and shales) that compose the reservoir

    responds differently as a result of changes in reservoir pressures. These changes are

    presented in this figure as when the individual layers start to deform plastically as the depletion

    takes place.

    It can be seen that this changes occur within the first 100 psi drop in reservoir pressure. As the

    layers go from elastic to plastic state then all their original properties such as porosity and

    permeability will change resulting in a new set of properties mainly in the near Wellbore area.

    This are not accounted for in conventional completion design or reservoirs productivity

    evaluation. In other words, the permeability of the reservoir is assumed constant and anychanges on its IPR are the result of the other parameters and properties such as viscosity, skin

    and fluid saturations instead of the actual fabric of the rock matrix.

    2.2 FIELD CONDITIONS AND RESERVOIR PROPERTIES

    The following graph illustrates the relationship that exists between the Geomechanical

    properties and the rock properties and how the latter are affected by changes in the conditions.

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    Technology Background 2

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 11

    Figure 2.2 Impact of Geomechanics on Reservoir Properties & Long-Term Performance

    As can be seen the effects in terms of productivity and reservoir performance are significant and

    eventually will lead to

    Higher cost for new wells to be drilled in the field

    Production rates that are below the capability of the reservoir

    Higher workover frequency

    Higher uncertainty hence risk

    More expensive and complex surface facilities

    Overall project cost will increase and field life might be limited

    2.3 RELATIONSHIP OF STRESS & PERMEABILITYThe relationship between Geomechanical conditions such as stress and rock properties such as

    permeability has long been established (Rhett and Teufel, 1992). The strain caused by changes

    in the reservoir conditions such as those created by depletion will result in changes in

    permeability. It must be noted that these changes might be an increase or a decrease in

    permeability depending on the original rock properties and the magnitude of the change in the

    Geomechanical conditions.

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    Technology Background2

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    12 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

    The following figure present a conceptual view (After Wong et al 1997) of the various stages of

    changes in the rock properties and fabric as a result of stress changes.

    Figure 2.3 - Conceptual View of Main Events During Rock Deformation

    In essence, changes in reservoir properties are the result of a need for the grains and fabric of

    the rock to re-organise itself in order to accommodate the stresses and deformation of its

    various mineral components. These re-organization and development of a new rock matrix

    particularly in the near Wellbore area will go from displacements of the grain in the elastic

    region up to hydrostatic compactation and pore collapse as a result of yielding and rock failure.

    As a result, then we have a continuously changing permeability and porosity of a particular rock

    as the reservoir is produced through the life of the field. Current methods of reservoir evaluation

    only attempt to determine the magnitude and impact of these changes in cases where abnormal

    events or conditions have been identified such as subsidence, Wellbore and casing collapseand other mechanical problems associated with changes in Geomechanical conditions.

    The following figure illustrates a re-organisation of quartzs grains in a sandstone matrix as a

    result of stress and its impact on permeability

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    Technology Background 2

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 13

    Figure 2.4 - Effect of Stress on Permeability in a High Porosity Sandstone

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    Technology Background2

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    14 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

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    Section 3

    GEO-COMPLETION FUNDAMENTALS 3

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 15

    3. GEO-COMPLETION FUNDAMANTALS

    Geo-COMPLETIONis a new and advanced system that integrates Geomechanical physics

    and reservoir engineering principles. The system is to be used for the timely prediction andquantification of reservoir properties and well performance changes through the life of the field.

    Geo-COMPLETION is composed of three modules as described in previous sections and

    has been developed for used with:

    Both sandstone & carbonate reservoirs producing oil, gas or heavy crudes (< 12 API)

    Accurate Inflow prediction through the life of the field

    Enhanced formation damage identification/prediction

    Determination of the risk of solids production and Wellbore collapse

    Design and evaluation of completion options and their performance

    Design and evaluation of perforating performance

    3.1 COMPUTATIONAL MODELS

    Geo-COMPLETION is based on a number of established disciplines and principles; five of

    them form the main computational engine of the system. These are:

    A pseudo 3D poro-elastoplastic geomechanical model

    A formation impairment model based on flow of solids through porous media

    Conventional reservoir engineering principles

    IPR model for reservoirs producing heavy crudes (i.e. < 12 API)

    All of them have been validated extensively and independently have formed the core of IESL

    well engineering capability for many years. New components such as the perforating design and

    formation damage system have been developed and integrated in order to create this advanced

    system.

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    Geo-COMPLETION Fundamentals3

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    16 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

    3.2 FEATURES & CHARACTERISTICS OF THE MODELS

    IESL has successfully used for many years a Pseudo 3D geomechanical model to identify and

    resolve geomechanical issues affecting well and reservoir performance. This model has formed

    the basis of IESLs SPMSand GeoDRILLsystems for the identification of sand production

    and Wellbore stability problems. This model is continuously upgraded in order to introduce

    advanced science concepts to allow accurate representation of field problems. Recent

    developments include SynCAL, which is used in the prediction of hole sizes in order to

    minimise the risk in wells using expandable tubulars and screens. Addition of a plasticity

    element allows quantification of problems associated with the post yield state of reservoir rock

    such as compactation and shale deformation and the resulting impact on well productivity. On

    this basis IESL introduces Geo-COMPLETION, an advance system for the solution of well

    completion and production problems at the wellbore.

    Figure 3.2 Geo-COMPLETION Structure

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    Section 4

    SYSTEM STRUCTURE 4

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 17

    4. SYSTEM STRUCTURE

    Geo-COMPLETION structure allows delivery of key well design and evaluation as well as

    reservoir performance based on its three modules. A description of the output for each modulethe system is described below

    4.1 RESERVOIR MODULE

    The reservoir module has been designed to deliver parameters and diagnosis on a foot-by-foot

    basis. These parameters such as Inflow predictions, formation damage profiles, BHFP and

    solids production prediction are oriented to maximise productivity and long term reservoir

    performance. Detailed outputs are described below:

    Permeability profile through the reservoir (on a foot by foot) for initial conditions and

    through the life of the field. An Inflow Profile Log or IPL is generated highlighting the

    main contributing layers and the evolution of their permeability as a function of time

    and depletion.

    Formation damage profile through the reservoir section (on a foot by foot) is presented

    on a log format. The profile integrates identification of the main damaging mechanisms

    as well as the most appropriate stimulation treatment for remedial. OPstim Log

    A prediction of the likelihood of solids production is also produced for both sandstone

    and carbonate reservoirs using the SPP log. Critical operating conditions such as

    BHFP, WOR and their response to depletion are represented in the SPP.

    An inflow profile and BHFP prediction is produced for reservoirs producing heavy

    crudes. Using IESLs RhEPS technology a more accurate and realistic

    representation of the ability of the reservoir to deliver fluids is produced and can be

    presented as an IPL for heavy crudes. IPL- HC

    All the above outputs and deliverables are produced for a number of variables and as

    sensitivity analysis. The impact of GOR, WOR, depletion and rates can be simulatedfor a variety of operating conditions allowing evaluation of a number of possible

    scenarios for well completion design and reservoir performance.

    Graphical outputs as previously described above are included in the appendices.

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    System Structure4

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    18 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

    4.2 INTERFACE MODULE

    The Interface module addresses the issues between the reservoir and the casing/Wellbore.

    Issues such as stimulation, casing and perforation design are addressed in this module.

    Detailed output of this module is described below:

    Determination of critical loads affecting casing design and performance during the life

    of the well. A critical identification of potential causes and factors affecting casing

    collapse are presented based on the geomechanical conditions in the field.

    Complete perforation design and performance analysis can be carried out taking into

    account all the stresses and other factors affecting flow through the perforations.

    Stability of the tunnels as well as their long-term performance can be simulated and

    the output is presented in a numerical and log format. It permits selection of the

    optimum perforating method and equipment as well as evaluation of perforations

    performance.

    This module includes the capability of designing the stimulation requirements for the

    reservoir. In conjunction with the reservoir module this part of the system allows

    proper identification of the stimulation requirements (i.e. damage removal or

    permeability enhancement) and accurate location of the interval to be stimulated. As a

    result, reservoir potential and fluids deliverability can be maximised.

    4.3 WELLBORE MODULE

    The Wellbore module of Geo-COMPLETION focuses on the completion design and

    equipment requirements across the reservoir. To this effect, the module integrates output from

    the previous modules in order to help with all the aspects of the reservoir face completion as

    follows:

    Completion options selection, recommendations for OH or cased/perforated well

    completions are produced based on bore and perforation stability, solids production

    potential, zonal isolation and reservoir deliverability / performance.

    Once the fundamental completion alternative has been selected the system identifies

    the long-term performance of a number of options using reservoirs mechanical

    integrity and inflow performance principles. Completion options with and without solids

    control methods are identified and every aspect reviewed to assess how suitable the

    option and equipment will be to the long-term performance of the well and reservoir.

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    System Structure 4

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 19

    This capability is also implemented for fields with water injectors where issues such as

    thermal effects on injectivity are evaluated in order to define the potential performance

    of the injection wells over the life of the field. The Wellbore module allows evaluation and review of completion performance at any

    time in the life of the field. Potential mechanical problems such as flow impairment;

    fracture performance and screens/gravel pack efficiency in delivering maximum

    amount of fluids can be identified.

    Detail equipment specifications can be generated for each of the completion

    components. Parameters such as dimensions, metallurgy, filter media sizing, pressure

    drops and maximum mechanical and thermal loading can be specified for the option

    selected.

    Wellbore intervention and remedial options at any point in the life of the reservoir can

    be identified from this module along with its operational characteristics for effective

    deployment.

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    System Structure4

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    20 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

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    Section 5

    CONTACT INFORMATION 5

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 21

    5. CONTACT INFORMATION

    U N I T E D K I N G D O M

    14 Rubislaw Terrace Lane,Aberdeen AB10 1XF

    Scotland

    Telephone 01224 658695

    Facsimile 01224 658696

    Email [email protected]

    U N I T E D S T A T E S

    10375 Richmond Avenue

    Suite 1300

    Houston

    TX 77042

    USA

    Telephone 713 974 0634

    Facsimile 832 251 6691

    Email [email protected]

    L A T I N A M E R I C A

    c/o Ingenieria y Technologica C.A.

    PN-1068-0207, Av. Victoria

    Edif. Meridional, P.B. entre calle Cuba y Centro America

    Urb. Las Acacias Postnet

    Caracas, Venezuela

    Cellular 0414 1420045

    Fax 0212 6932291

    e-mail [email protected]

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    System Structure4

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    22 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

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    Appendix A

    OUTPUT GRAPHICS A

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 23

    Appendix A Output Graphics

    IPL - Inflow Profile Log

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    Output GraphicsA

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative Engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL IESL 2005

    24 MAY 2005 Geo-COMPLETION - Technical Brochure REV A

    OPStim - Operational Stimulation Log

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    Output Graphics A

    This document contains CONFIDENTIAL and PROPRIETARY INFORMATION of Innovative engineering Systems Limited (IESL). This document and the information disclosed herein shall

    not be reproduced in whole or in part to others for any purpose including conceptual design, engineering, manufacturing or construction without the written permission of IESL. IESL 2005

    REV A Geo-COMPLETION - Technical Brochure MAY 2005 25

    SPP - Sand Production Prediction