PT INCO Ni Laterite Block Modeling_2010!08!23

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Block Modeling Module - Laterite Nickel ore

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    PT. International Nickel Indonesia Mines & Exploration

    PT. INTERNATIONAL NICKEL INDONESIALATERITE GEOLOGICAL BLOCK MODELING

    AND RESOURCE ESTIMATION

    Mineral Resources & Mineral Reserves Group PT.INCO, August 2010

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    PT. International Nickel Indonesia Mines & Exploration

    Presentation Outlines

    1. Regional & Local Geology

    2. Introduction: Block Modeling & Resource Estimation3. Data Validation and Geological Validation4. Geological Domaining and EDA

    5. Wireframing, Sample Selection and Compositing6. Variography7. Estimation Parameters

    8. Block Model Check9. Volume Variance Correction10.Ore definition11.Resource Classification

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    Regional & Local Geology

    Jakarta Makassar

    peridotites that have been

    serpentinised to varying

    degrees.

    In Sorowako and Petea

    the rocks are dominantly

    harzburgite and lherzolitewith lesser dunite and rare

    pyroxenite.

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    Regional & Local Geology

    Geomorphology

    Sorowako

    Petea

    Matano Lake

    Towuti Lake

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    Regional & Local Geology

    West Type Deposit - Profile

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    Regional & Local Geology

    West Type Deposit Bedrock Pinnacle

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    Regional & Local Geology

    East Type Deposit - Profile

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    Regional & Local Geology

    Ore Type ClassificationCLASS PARAMETERS WEST BLOCK ORE TYPES EAST BLOCK & PETEA ORE TYPES

    Main ore types -1 Type-1 -1 Type-2 -1 Type-3 -1 Hi Olivine -1 Lo Olivine -6 -18

    Ultramafic rock Generally harzburgite with some dunite Generally lherzolite at Sorowako East Block; generally harzburgite at Petea.

    Level of serpentinisation Nil 60%

    Magnetic susceptibility Very low Generally low Very high

    SiO2/MgO ratio 2.2 2.6 1.8 2.0 1.6 1.8 1.4 1.6

    Iron content High: 20-24% High: 20-24% Low: 15-18%Optimum screen size -1 -1 -1 -6 -18

    Screen rec. ROM to DKP 25-30% 35% 35% 50% 60%

    Alternate screen size No alternate size available No alternate size -6 -18 Entire ROM

    Screen recovery at alternate size No alternate size available No alternate size 50% 60% 67%

    Hardness of boulders Extremely hard Very hard Medium hard Medium hard Soft Soft

    Fracture density Very low Medium Medium Medium High Very high Very high

    Difficulty of mining High Medium(+) Medium(-) Low Low Low Low

    Saprolite thickness (auger) 4.5m Note used for classifying East Block ore types

    Olivine content in the benf. ore Medium Medium Medium Low Low Low Low

    Olivine content in the rocky frc. High High Low Low Low

    OB thickness Medium Generally high except at Petea

    Ore thickness High Medium

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    PT. International Nickel Indonesia Mines & Exploration

    Geological Block Modelingand

    Resource Estimation

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    PT. International Nickel Indonesia Mines & Exploration

    PT.INCO Strategic Mineral Resources &Mineral Reserves

    Exploration

    PTI MRMR

    Mine Planning / DesignPublic Reporting

    (Stock Exchanges)

    Project Development Expansion Projects

    LOM

    PTI Strategic Planning

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    Introduction

    The following slides summarized the geological block modeling and

    resources estimation activity at PT International NickelIndonesia. Improvement and development are conductedcontinuously based on:

    1. The yearly MRMR readiness assessment and review2. An external audit findings and recommendations; AMEC (2005,

    2007, 2008) and Golder (2010)3. Continuous studies to support the operation and to improve

    resources estimation best practices.

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    PT.INCO Block Models

    Block model productionincreases as the

    exploration, drilling

    activities, and project

    development increase in

    all PTI concession area.

    PT. INCO Block Models

    2921 23

    40

    69

    33

    2014 12

    24 25

    35

    3 3 3 36 6

    0

    10

    20

    30

    40

    50

    60

    70

    80

    2004 2005 2006 2007 2008 2009

    Year

    Frequency

    block model week manpower

    Block Modeling duration increases as

    there are improvements in best practice

    protocols and raising of major and traceelements

    Notes:

    2004-2005 Sorowako Project Area (SPA)

    2006 SPA and Bahodopi

    2007 SPA, Bahodopi, and Pomalaa

    2008 SPA, Bahodopi, Pomalaa, SOA, and SCD

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    Introduction

    Key Factors:

    1. The quality of the interpretation (geological domaining) andsubsequent modelling is predicated by a thorough validation ofthe drill hole data with emphasis on chemistry.

    2. The quality of the geologic interpretations/wire frames willreflect on the quality of the block model and any conclusionsderived from it.

    3. There is no sophisticated geostatistic technique to correct fora poor interpretation. Be rigorous in validating the resultantmodels as mistakes are easy to make but at times hard todetect.

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    PT. International Nickel Indonesia Mines & Exploration

    PT.INCO Resource Estimation General Flow

    Exploration Project(geological interpretation, mapping, sampling, drilling, logging)

    Sample House

    (sample preparation, acquire assays data, sample QAQC)

    Geo-Evaluation Validation

    (acquire drill hole data, geological domains & validation)

    3D Modeling Estimation

    (peer review & technical report)

    Lab. Process & Technology

    Reporting Classification

    (Mineral Resources and Mineral Reserves)

    Pit Designing Planning

    Reconciliation

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    PT. International Nickel Indonesia Mines & Exploration

    PT. INCO Block Modeling General Flow

    Grade Estimation (OK)

    Assays & Collars

    Ore Definition Ni Volume Variance Correction

    Data Preparation Create Drillhole

    Wireframing

    Sample Selection & CompositingBlock Model Prototype

    Unfold Composite Samples

    Output: Final Block Model with Grade and Product

    Parameters: Cut-off Grade,

    Ore and Waste Thickness

    Prepare Block Model to Vulcan format

    Output: Block Model Ready to be Imported to Vulcan

    Geo-Evaluation &Data Validation

    Geological Domaining &Exploratory data analysis

    Yes

    No

    Variography andEstimation Parameters

    Technical Report& Peer Review

    Automatic Check

    Visual Check

    Check using tool

    Validation

    Fat

    alFlaw

    Grade Estimation (NN)

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    Drill hole Database & Data Validation

    Create Assays Data Definition Create Collars Data Definition

    Read Assays

    Input: Assays Input: Collars

    Set Grades value < 0.001 to blanks

    Output: Assays.dm Output: Collars.dm

    Create Drill holes Database

    Output: Drill holes Database (Holes.dm);

    Drill Holes summary; Drill Holes Errors

    Statistics

    Univariate Statistics of Assays

    Verificatio

    n

    VisualCheck

    Read Collars

    HQ3 ~ 2.406

    -1" FRAC -6" FRAC TOT FRAC

    REC1 REC6 RECTOT

    DW1 DW6 DWTOT

    NI1 NI6 NITOT

    CO1 CO6 COTOT

    FE1 FE6 FETOT

    SIO21 SIO26 SIO2TOT

    MGO1 MGO6 MGOTOT

    CR1 CR6 CRTOT

    AL1 AL6 ALTOT

    MN1 MN6 MNTOT

    CA1 CA6 CATOT

    H2O1 H2O6 H2OTOT

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    Geo Validation

    - geological error.- collars error against topography.

    Topography

    Fe-MgO

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    Geological Domain & EDA

    What do we look for?- Does volume properly isolate thedomain being evaluated?

    - Is it consistent with the geologicalcontrol rule?

    Only related sample should be used

    and dont want to mix population

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    Geological Domain & EDA

    What do we look for: Outliers, trends, mixed population, bias of any sort & systematicWhy it is important: Garbage in Garbage out

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    Geological Domain & EDA

    indication of misclassification

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    Geological Model

    - topography as top of limonite

    - topography as reference for underlying layers

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    Wireframing Use GPR (Development)

    GPR testing at Songko, January 2010

    GPR testing at Songko Quary, January 2010

    Drillhole only for Wireframing

    Drillhole & GPR for Wireframingslagc

    Bloulder

    Soft material

    Limonite

    Saprolite

    Bedrock

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    Sample Composite

    Drill holes Database

    Capture samples in layer limonite, saprolite and bedrock

    Parameters: composite length,minimum gap, maximum gap,

    minimum composite length

    Limonite samples Saprolite samples Bedrock samples

    Composite Drill holes samples

    Composited Limonite Composited Saprolite Composited Bedrock Check compositing

    Sample regularization

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    Unfolding

    Truncated

    Proportional

    Unfolding illustrations

    Transforms a set of

    Cartesian CoordinateSystem into Unfolded

    Coordinate System [UCS] as

    defined by a stratified

    geological unit.

    Unfold make a spatial

    correlation in a proportional

    space and geometry.

    V i h

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    Variography

    - 11 elements of experimental variogram in each layer.- Variogram map to evaluate degree of anisotropy.- Zonal anisotropy treatment .

    What do we look for?- Quality of the experimental variograms- Sill vs sample variance

    - Appropriate model(s) used- Appropriate Ranges

    Why is it important?

    - Variogram is foundation of geostatistics- Used as a critical input to Kriging- Used to determine weights in estimation- Process is Data driven

    E ti ti P t

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    Estimation Parameters

    Estimation parameter Search strategy

    Search ellipsoid

    The search strategy should

    be honored the drillhole

    spacing

    Bl k M d l Ch k

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    Block Model Check

    What do we look for:- Does the model honor the sample data?- Does the model honor the search ranges?- Do all the blocks have been estimated?

    Why is it important:- Verify that the estimation parameters were appropriate?- Verify that the correct data was used?

    Bl k M d l Ch k

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    Block Model Check

    Nave QQ Plot

    Parallel Modeling: Regardless ofthe method, the global mean shouldstill be the same.

    Global Descriptive Statistics

    Block Model Check

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    Block Model Check

    NN Model

    OK Model

    Visual Inspection Plan View

    Plan view visual inspection.Compare the grade distribution

    in NN and OK model. Make

    sure the estimation run

    correctly

    Block Model Check

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    Block Model Check

    Visual Inspection Section ViewCompare the grade distribution in NN and OK model. Make sure the estimation run correctly.

    NN Model

    OK Model

    Volume Variance Correction

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    Volume Variance Correction

    Regression methods such as Kriging may result in an over-smoothing or under-smoothing of

    the grade variability producing a block grade distribution with a variance that is lower or higher

    than expected. This expected variance can be calculated using Kriges relationship which

    states that the dispersion variance for the samples within the deposit is the sum of the

    dispersion variance of samples within the blocks and the dispersion variance of the blockswithin the deposit

    To capture the variability within short range (distance), the close space drilling is needed. Also

    regarding the SMU, the variability within the sort range is needed as the references for the variance

    inside the SMU.

    Volume Variance Correction

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    Volume Variance Correction

    volume variance

    calculation

    OKNN

    COR

    Limonite SaproliteOKNN

    COR

    Block Model Ore Definition

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    Block Model Ore Definition

    EstimatedBlock Model

    Create Simulated Drill holes

    Composite Simulated Drill holes in zone LIMONITE and SAPROLITEUsing ORE and WASTE criteria

    Parameters:Cut-off Grade (cog),

    Minimum Ore Thickness,

    Maximum Waste Thickness

    Assign ORE and WASTE products to composite using cog

    Merge with original simulated Drill holes

    Reclassify WASTE above ORE became OB andWASTE below ORE became BZ

    Assign BZ product to all bedrock composite

    Create Block Model ProductPRODUCT

    Block Model

    Block Model Transfer

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    Block Model Transfer

    Datamine Block Model

    Block Model converted to Vulcan

    The block model ready for external peerreview by:

    - Long-term plan mine engineer

    - Grade control geologist

    If there is no serious findings, the block

    model approved by MRMR geologist,

    Mine engineers and Grade Control

    geologist as valid block model.Peer review MRMR, LTP, GC

    Resource Classification

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    Resource Classification

    Current resource classification criteria:Current resource classification criteria:

    +/+/--15% on tonnes and grade on a quarterly basis for measured, on15% on tonnes and grade on a quarterly basis for measured, on

    an annual basis for indicated and on a global basis for inferredan annual basis for indicated and on a global basis for inferred (90%(90%level of confidence)level of confidence)

    PTI criteria: 25 or 50m for measured, 100m for indicatedPTI criteria: 25 or 50m for measured, 100m for indicated

    Measured Indicated Inferred

    Drill spacing (m) 25 or 50 100 200

    Sampling type Core drill Core drill Core and/or Auger drill

    Other improvement in resource classification:Other improvement in resource classification:

    Geostatistical drillingGeostatistical drilling Steep slope denser drillingSteep slope denser drilling

    PT INCO Mineral Resources & Mineral Reserves

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    PT.INCO Mineral Resources & Mineral Reserves

    Mineral Reserves

    0

    100

    200

    300

    400

    500

    600

    DKP(M

    t)

    2001 2002 2003 2004 2005 2006 2007 2008 2009

    MRMR (year)

    PTI Mineral Resources

    Measured Indicated Inferred

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    DK

    P

    (Mt)

    2001 2002 2003 2004 2005 2006 2007 2008 2009

    MRMR (year)

    PTI Mineral Reserves

    Proven Probable

    Mineral Resources

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    THANK YOUTHANK YOU