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Application of Modern Geostatistics for Mine Planning Oy Leuangthong ([email protected]) Department of Civil and Environmental Engineering, University of Alberta Abstract The application of conditional simulation in mining practice is being adapted slowly due to the increased complexity of the modelling approach and the lack of experience in post- processing of multiple realizations to address the practical issues of mine planning. This paper addresses the latter obstacle by discussing some of the possible applications of geosta- tistical realizations. Specifically, the assessment of local and global uncertainty for both the grades, the ore/waste classification, recovery and reserves are considered. Schematic illustrations of the methodology are provided. Implementation of these appli- cations are also shown using the simulation models generated for a Zn deposit. Introduction One of the main benefits of conditional simulation is the ability to assess uncertainty in the model results. This, however, is also part of what hinders its acceptance for mineral characterization and mine planning. Although simulation first originated in the mining industry in the 1970s, its adoption into everyday practice has lagged behind other industries, in particular the petroleum industry. One reason for the seemingly slow acceptance of simulation in mining practice is the comparatively complex workflow involved relative to more conventional approaches. This is true. Geostatistical simulation is a more complex process of modelling than classical esti- mation methods like hand or machine contouring, polygonal and inverse distance methods. Kriging is an estimation technique that is commonly used in ore reserve estimation; it is remarkably robust given non-stationary data. Theoretically, simulation only requires minor incremental effort for analysis and computation to that required for kriging, but it is also more sensitive to stationarity assumptions. Another reason for reluctance in practice lies in the fact that most people just want one number, and simulation provides multiple responses. We are left to grapple with the multiple realizations from simulation. The objective of this paper is to show how multiple realizations can be post-processed to address meaningful and practical problems. There are many ways that the information from multiple realizations can be exploited to yield meaningful results for mine planning and risk assessment. This paper discusses a few simple applications such as assessment of local uncertainty, along with recovery forecasting, resource estimation and uncertainty in short term production. Although the applications addressed here are not necessarily new, many practitioners are not acquainted with the range of applications for the suite of realizations obtained from simulation. All of the following applications are shown for the geostatistical simulation 1
Transcript
Page 1: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Application of Modern Geostatistics for Mine Planning

Oy Leuangthong ([email protected])Department of Civil and Environmental Engineering, University of Alberta

Abstract

The application of conditional simulation in mining practice is being adapted slowly dueto the increased complexity of the modelling approach and the lack of experience in post-processing of multiple realizations to address the practical issues of mine planning. Thispaper addresses the latter obstacle by discussing some of the possible applications of geosta-tistical realizations. Specifically, the assessment of local and global uncertainty for both thegrades, the ore/waste classification, recovery and reserves are considered.

Schematic illustrations of the methodology are provided. Implementation of these appli-cations are also shown using the simulation models generated for a Zn deposit.

Introduction

One of the main benefits of conditional simulation is the ability to assess uncertainty inthe model results. This, however, is also part of what hinders its acceptance for mineralcharacterization and mine planning. Although simulation first originated in the miningindustry in the 1970s, its adoption into everyday practice has lagged behind other industries,in particular the petroleum industry.

One reason for the seemingly slow acceptance of simulation in mining practice is thecomparatively complex workflow involved relative to more conventional approaches. Thisis true. Geostatistical simulation is a more complex process of modelling than classical esti-mation methods like hand or machine contouring, polygonal and inverse distance methods.Kriging is an estimation technique that is commonly used in ore reserve estimation; it isremarkably robust given non-stationary data. Theoretically, simulation only requires minorincremental effort for analysis and computation to that required for kriging, but it is alsomore sensitive to stationarity assumptions.

Another reason for reluctance in practice lies in the fact that most people just wantone number, and simulation provides multiple responses. We are left to grapple with themultiple realizations from simulation. The objective of this paper is to show how multiplerealizations can be post-processed to address meaningful and practical problems.

There are many ways that the information from multiple realizations can be exploited toyield meaningful results for mine planning and risk assessment. This paper discusses a fewsimple applications such as assessment of local uncertainty, along with recovery forecasting,resource estimation and uncertainty in short term production.

Although the applications addressed here are not necessarily new, many practitionersare not acquainted with the range of applications for the suite of realizations obtained fromsimulation. All of the following applications are shown for the geostatistical simulation

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Page 2: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

models constructed for Red Dog mine, Alaska, USA [2]. The Red Dog models consist of 40geostatistical realizations for each of the following variables: Zn, Pb, Fe, Ba, sPb, Ag andTOC. Note that the applications are for illustrative purposes only; some parameters havebeen chosen arbitrarily to illustrate the application(s).

Applications using Local Uncertainty. Multiple realizations allow distributions ofuncertainty to be constructed at each location. With these local distributions, differentsummary statistics can be calculated such as the expected value and probability of exceedinga cutoff grade. The models that result from these calculations are based on all realizationssimultaneously; they are not one realization.

The probability of exceeding a cutoff grade can be assessed using the local distributions.Figure 1 shows a schematic illustration of the method to determine the probability ofexceeding a cutoff grade using local distributions from simulation. The use of a high cutoffgrade shows areas that are surely high, that is, those areas with a high probability to behigh grade. Similarly, a map that shows the probability to be below a low threshold revealsthe areas that are almost certainly low.

Figure 2 shows three probability maps for Zn grade and one for Ba grade. The top twofigures shows the reduced area of certainty of finding low and medium grade Zn as a resultof increasing the Zn threshold (cutoff grade). The bottom two figures allows for a visualcomparison of the region of very high Zn grade (> 25%) and that corresponding to low Bagrade (< 7%). For these maps, the Zn and Ba grades were chosen arbitrarily, while the Bacutoff grade corresponds to the grade specified by the mill for grade control purposes. SinceBa grade adversely affects Zn recovery, it is important to determine the locations withinthe pit where Ba exceeds the maximum allowable for production. These maps provide oneway to quickly determine the general areas where Ba grade may be an issue.

Probability Map of Ore/Waste. For Red Dog, stockpile blending is based on as manyas seven different criteria, ranging from grade values of multiple metals, grade ratios betweenmetals, and particle textural criteria. The decision of which material to send to a particularstockpile is initially based on model values, and may be refined by on-site inspection bymine geologists.

Greater accuracy in the ore/waste classification and stockpile construction can be achievedby using the simulated realizations to determine the transitional zone. Probability mapsconstructed using the blending criteria would show the transition between ore and waste.Areas of indeterminant probability (0.3 to 0.7) may warrant further sampling.

The methodology to generate such a model is fairly straightforward (see Figure 3). Thefirst step is to classify each block within a set of realizations as either ore or waste, and applya straightforward binary code (e.g. 1=ore, 0=waste). This classification requires taking thefirst realization for all variables, visiting each block and applying the classification criteria.When all blocks have been visited, the result is an indicator model showing the blocks aseither ore or waste. This step is performed for all sets of realizations.

The second step involves summarizing the 40 ore/waste models to yield a probabilitymodel. This step requires that each block in the ore/waste indicator models is visited (overthe 40 realizations), and a simple count is taken of the number of times this block is classified

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Page 3: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

zcut off

P(z z )cut off

Visit each location over multiple realizations to determine local distributions of uncertainty.Calculate probability to exceed a cutoff grade, z from this local distribution. Repeat

until all locations have been visited.cutoff

Plot map of probability to exceed cutoff grade, z .cutoff

Construction of a probability model given a cutoff grade

(b)

(a)

Figure 1: Schematic illustration of determination of probability map to exceed a cutoffgrade, zc.

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Page 4: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Probability Zn > 5

East (ft)

Nor

th (

ft)

585000 589500141500

146000

.0

.20

.40

.60

.80

1.0

Probability Zn > 10

East (ft)

Nor

th (

ft)

585000 589500141500

146000

Probability Zn > 25

East (ft)

Nor

th (

ft)

585000 589500141500

146000Probability Ba > 7

East (ft)

Nor

th (

ft)

585000 589500141500

146000

Figure 2: Probability maps to exceed a specific cutoff: Zn > 5% (top left), Zn > 10 %(top right), Zn > 25 % (bottom left), and Ba > 7 % (bottom right). The section showncorresponds to bench 850. Note that the bottom two figures show areas of where the Zngrade is sure to be high (where the probability is close to 1.0) and the corresponding areaswhere the Ba grade is sure to be low (where the probability is close to 0.0).

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Page 5: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Classification: For same location within a realization for all variables, apply blendingcriteria to determine if criteria is satisfied.

Map: Probability of ore to visualize transition between ore and waste.

Determining ore/waste based on stockpile blending criteria

(c)

(a)

Zn

Pb

Fe

Ba

Apply stockpile blending criteria:

Zn > 19.6?Zn/Fe >= 2.5?Fe <= 9.0% ?Pb <= 5.7% ?

Realization 1

If all criteria satisfied, then code block as ore (1).If not all satisfied, then code block as waste (0).

Multiple realizations: Count number of times that each location satisfies the criteria todetermine probability of ore over the multiple realizations.

(b)

0 1OreWaste

P(ore)

Probability of Ore Map

Visit all locations to get map of oreand waste for this realization:

Realization 1

Realization 1 Realization 40

Figure 3: Schematic illustration of construction of a map of probability of ore using multiplerealizations and stockpiling criteria.

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Page 6: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Probability of Ore Map

East (ft)

Nor

th (

ft)

585000.00 589500.00141500.00

146000.00

.0

.2000

.4000

.6000

.8000

1.000

Figure 4: Probability of ore map based on stockpile criteria. The section shown correspondsto bench 850.

as ore. Divide this number by 40 to yield the probability of ore for this location. This isrepeated until all locations have been visited to give a probability of ore model.

The last step is to visualize this probability model (Figure 4). The result shows areasthat are highly likely to be ore, highly likely to be waste and the transition from one zoneto the other. Note that in this case, the stockpile blending criteria, which consists of fivedifferent conditions (only grade-based conditions were applied), was used as the classificationcriteria.

In practice, economic criteria could be used to establish a map of profitability. A blockthat yields negative profit would be classified as waste, while a block that gives positiveprofit would be considered ore. This would also give a probability of ore map.

Simulating Stockpiles from Models. This application is similar to the previous ap-plication. The idea is to apply the blending criteria to specific volumes being planned for astockpile rather than on each block independently. These volumes will be the constructionof one or more stockpiles.

The methodology is illustrated in Figure 5. The classification criteria are applied toeach of the blocks within the volume over the multiple realizations and multiple variables.A table can be constructed to summarize the grade values from all 40 realizations to assessthe mean and variance of the grade distribution for the specific volumes. The probabilityof ore can be calculated.

Recovery Forecasting. Rather than applying economic cutoffs, or the stockpile blendingcriteria as in the above case, to determine probability maps, one could also apply recoveryfunctions to obtain multiple realizations of recovery. Of course, this requires an under-standing of the metallurgical processes and the effect of metal and contaminant grades onrecovery.

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Page 7: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Select large volumes consistent with blast patterns to build stockpiles. Apply these volumesto simulated realization to determine average grade for the stockpile.

Simulating stockpiles from Simulation Models

(a)

Realization 1

Repeat (a) for all realizations to get average grades from each realization. This informationcan be used to determine the probability that the volume will satisfy blending criteria oreconomic cutoff.

(b)

Realization Zn Pb Fe Ba .... Satisfy criteria?

1 20.2 5.2 8.9 4.3 .... 1

Average Grade 16.3 7.9 8.2 7.3 .... 65% prob. of satisfying criteria

40 14.3 8.9 6.2 10.3 .... 0

Average Variance 6.5 5.1 6.7 10.2 .... 0.23

Figure 5: Schematic illustration showing how multiple realizations could be used to ‘simu-late’ stockpiles.

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Page 8: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Figure 6 shows the methodology to apply a transfer function to realizations of multiplegrades to calculate the recovery at a specific location. The result is that at each location,a local distribution of uncertainty in the recovery can be constructed. Alternatively, con-sideration of the recovery at all locations over the multiple realizations would yield theuncertainty distribution in global recovery.

Recovery functions were provided by Teck Cominco. These transfer functions wereapplied to realizations of multiple grades to calculate the Zn recovery at a specific location.Figure 7 shows six realizations of the recovery models generated, while Figure 8 shows themaps that correspond to the minimum, average and maximum calculated recovery at eachlocation. The map of minimum local recoveries shows regions that are surely to have highrecoveries; the map of maximum local recoveries shows those areas that will surely have lowrecoveries.

The result of generating these recovery models is that at each location, a local distri-bution of uncertainty in the recovery can be constructed (Figure 9). Alternatively, consid-eration of the average recovery based on all locations over the realization would yield theuncertainty distribution in the global recovery (Figure 10).

Uncertainty in Global Resource. In practice, the global reserve (within an entire pit)is reported as a single number with no indication of the uncertainty in this value. Usingmultiple realizations, simulation allows for uncertainty assessment of the global reserves.Figure 11 shows a schematic of how this type of assessment could be performed.

In the same manner as the recovery models were generated (above), a transfer functionto calculate reserves can be applied over a single realization of all variables to determinethe reserves based on that realization. This calculation would be repeated for all the 40realizations to obtain 40 different values for the global reserves. A histogram of these 40values would show the uncertainty in the reserves.

As the model generated for this case study was only a small portion of the actual mine,and the pit limits were not available, the reserve cannot be determined, however the resourcewithin the model limits can be calculated.

Specific tonnage factor equations were provided by Teck Cominco. These equationsaccount for the Zn, Pb, Fe and Ba grades at each block within the grid. As a result, thedensity for each block within the model limits could be directly calculated.

From the previous application of determining the recovery at each block location, therecoverable resource can be calculated as:

recoverable resource = recovery * tonnes of material * Zn grade/100%

The above equation was applied to each location within the models to determine the avail-able Zn resource. Note again that no economic constraint has been applied (e.g. defined pitlimits and/or cutoff grades), so the above calculation is a simple estimate of the materialthat can be recovered by the mill.

Figure 12 shows six realizations of the resource models generated, while Figure 13 showsthe maps that correspond to the minimum, average and maximum resource estimates ateach location. Similar to the assessment of the local recovery, uncertainty in the localresource can be determined at each location (Figure 14). Further, uncertainty in the global

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Page 9: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Visit each location over one realization for all variables and apply transfer function thataccounts for metallurgical processes and translates grades for multiple metals into arecovery at that location. Repeat this for all 40 realizations to obtain 40 recovery models.

Construction of a recovery model based on a transfer function

TransferFunction

Zn

Pb

Fe

Ba

Realization 1

(a)

Recovery Model 1

Using the 40 models of recovery, a local distribution of uncertainty in the recovery canbe constructed. The uncertainty in global recovery can also be determined from thesemodels.

(b)

Recovery Model 1

Recovery Model 40

Local Recovery Global Recovery

Figure 6: Schematic Illustration of Methodology to Forecast Recovery with UncertaintyAssessment.

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Page 10: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Recovery Map Realization 5

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.Recovery Map Realization 10

East (ft)

Nor

th (

ft)585000. 589500.

141500.

146000.

Recovery Map Realization 15

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

.80

.82

.84

.86

.88

.90

Recovery Map Realization 20

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

Recovery Map Realization 25

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.Recovery Map Realization 30

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

Figure 7: Six realizations of the recovery models as calculated based on recovery functionsprovided by Teck Cominco.

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Page 11: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Minimum Recovery Map

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

.70

.72

.74

.76

.78

.80

.82

.84

.86

.88

.90

Average Recovery Map

East (ft)

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th (

ft)

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146000.

.70

.72

.74

.76

.78

.80

.82

.84

.86

.88

.90

Maximum Recovery Map

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

.70

.72

.74

.76

.78

.80

.82

.84

.86

.88

.90

Figure 8: Summary maps of the 40 recovery realizations: the minimum (top), average(middle) and maximum (bottom) recovery at each location.

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Page 12: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Fre

quen

cy

.750 .790 .830 .870 .910

.000

.100

.200

.300

.400

.500

Local Recovery

mean .84std. dev. .01

maximum .85minimum .83

Multiple Realizations of Recovery

Fre

quen

cy

.750 .790 .830 .870 .910

.000

.100

.200

.300Local Recovery

mean .82std. dev. .01

maximum .84minimum .79

Fre

quen

cy

.750 .790 .830 .870 .910

.000

.050

.100

.150

.200

.250Local Recovery

mean .83std. dev. .02

maximum .86minimum .78

Fre

quen

cy

.750 .790 .830 .870 .910

.000

.050

.100

.150

.200

.250

Local Recovery

mean .87std. dev. .01

maximum .89minimum .83

Figure 9: Uncertainty in the local recovery is shown for four arbitrarily chosen locationswithin the model. In all cases, the reference point plotted in the box plot of the histogramscorresponds to the mean value.

Fre

quen

cy

.8500 .8520 .8540 .8560 .8580 .8600

.000

.050

.100

.150

.200

Histogram of Global RecoveryNumber of Data 40

mean .854std. dev. .001

coef. of var .001

maximum .856upper quartile .855

median .854lower quartile .854

minimum .852

Figure 10: Uncertainty in the global recovery based on all 40 realizations of recovery. Thereference point plotted in the box plot of the histograms corresponds to the mean value.

12

Page 13: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Calculate Global Reserves: For each realization, calculate global reserves using all relevantmetal grades.

Uncertainty in Reserves

(a)

Zn

Pb

TOC

Realization 1

Uncertainty in Reserves: Plot histogram of reserves using the global reserves calculated fromthe 40 realizations.

(b)

Reserves

Zn

Pb

TOC

Realization 40

Reserve1 Reserve40

Figure 11: Schematic Illustration of Determining the Uncertainty in Global Reserves.

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Page 14: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

resource can be assessed by calculating the global resource from multiple realizations andplotting these in a histogram (see Figure 15).

Another directly related application is to assess the uncertainty in the resource overa short term period. In this case, the short term period may correspond to monthly orquarterly production, which can be directly traced to a specific volume of material thatis planned for mining in the next month or the next quarter. This essentially involvesdetermining the available resource within the specified volume. Figure 16 shows an exampleof this type of application with an arbitrarily chosen volume, and the uncertainty in theavailable resource is also shown.

Remarks

Geostatistical simulation models provide a basis for some interesting applications for deci-sion making and risk assessment. These applications range from classification of ore/wasteregions based on complex criteria to recovery forecasting given a clear understanding ofmetallurgical processes and relations.

Most of these applications are straightforward and can be applied in a quick and efficientmanner. Mine planning based on uncertainty quantification allows the mine engineer toassess future production. Improved planning can be achieved with better forecasting.

References

[1] O. Leuangthong. Stepwise Conditional Transformation for Multivariate GeostatisticalSimulation. PhD thesis, University of Alberta, Edmonton, AB, 2003.

[2] O. Leuangthong and C. Deutsch. Multivariate geostatistical simulation of red dog mine,alaska, usa. Technical report, Centre for Computational Geostatistics, University ofAlberta, Edmonton, AB, September 2003.

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Page 15: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Resource Map Realization 5

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.Resource Map Realization 10

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

Resource Map Realization 15

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

.0

100.

200.

300.

400.

500.

Resource Map Realization 20

East (ft)

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th (

ft)

585000. 589500.141500.

146000.

Resource Map Realization 25

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.Resource Map Realization 30

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

Figure 12: Six realizations of the resource models as calculated based on tonnage factorsand recovery functions provided by Teck Cominco.

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Page 16: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Minimum Resource Map

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

.0

100.

200.

300.

400.

500.

Average Resource Map

East (ft)

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th (

ft)

585000. 589500.141500.

146000.

.0

100.

200.

300.

400.

500.

Maximum Resource Map

East (ft)

Nor

th (

ft)

585000. 589500.141500.

146000.

.0

100.

200.

300.

400.

500.

Figure 13: Summary maps of the 40 resource realizations: the minimum (top), average(middle) and maximum (bottom) resource map at each location.

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Page 17: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Fre

quen

cy

0. 50. 100. 150. 200. 250.

.000

.040

.080

.120

Local Resource

mean 95.95std. dev. 52.71

maximum 213.27minimum 9.41

Multiple Realizations of Resource

Fre

quen

cy

0. 100. 200. 300. 400. 500. 600. 700.

.000

.040

.080

.120

Local Resource

mean 416.17std. dev. 98.49

maximum 604.90minimum 185.83

Fre

quen

cy

0. 100. 200. 300. 400.

.000

.040

.080

.120

Local Resource

mean 157.36std. dev. 56.35

maximum 309.78minimum 59.24

Fre

quen

cy

0. 50. 100. 150. 200.

.000

.100

.200

.300

Local Resource

mean 26.81std. dev. 29.45

maximum 152.64minimum 1.36

Figure 14: Uncertainty in the local resource is shown for four arbitrarily chosen locationswithin the model (same locations as shown in Figure 9). In all cases, the reference pointplotted in the box plot of the histograms corresponds to the mean value.

Fre

quen

cy

7900000. 7950000. 8000000. 8050000. 8100000.

.000

.050

.100

.150

.200

Histogram of Global ResourceNumber of Data 40

mean 7973930.std. dev. 30046.

coef. of var 0.

maximum 8039495.upper quartile 7997766.

median 7966368.lower quartile 7953153.

minimum 7917545.

Figure 15: Uncertainty in the global resource based on 40 realizations. The reference pointplotted in the box plot of the histogram corresponds to the mean value.

17

Page 18: Application of Modern Geostatistics for Mine PlanningApplication of Modern Geostatistics for Mine Planning Oy Leuangthong (oy@ualberta.ca) Department of Civil and Environmental Engineering,

Average Resource Map

East (ft)

Nor

th (

ft)

585000.00 589500.00141500.00

146000.00

Fre

quen

cy

140000. 150000. 160000. 170000.

.000

.050

.100

.150

.200

Production

mean 157978.9std. dev. 4564.3

maximum 166438.2minimum 149539.2

Figure 16: Illustration of application for short term planning. The volume of materialassociated to the planned production for one month is shown on the left, and the uncertaintyin the resource available is shown on the right. The reference point plotted in the box plotof the histogram corresponds to the mean value.

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