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Annual Meeting Preliminary Program - Full Brochure (PDF) - SME

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TECHNICAL PROGRAM<br />

9:25 AM<br />

What Happened to My Gold? Questions to Ask Your Modeler<br />

A. Jewbali, T. Elenbaas and C. Roos; Newmont Mining Corp, Greenwood<br />

Village, CO<br />

Mining engineers rely on resource models as the basis for their mine plans.<br />

However, many of the assumptions for grade-tonnage relationships or resource<br />

classification are not well-communicated between the geostatistician and the<br />

mine planner. This talk outlines some of the common assumptions and the risks<br />

that engineers may be taking when elevating cutoff grades, optimizing schedules,<br />

or generating forecasts.<br />

9:45 AM<br />

Tired of Hearing Why Did the Mine Plan Change?<br />

T. Bush and C. Roos; Newmont Mining Corp.,<br />

Greenwood Village, CO<br />

Plan erosion is the term given to the loss in value as the mine planning level of detail<br />

increases. The value loss could be associated with a project as it transitions<br />

from pre-feasibility to feasibility and then in to operation or could be the loss in<br />

value as the long range mine plan becomes the short range mine plan. This paper<br />

documents some of the techniques in the areas of practical mining constraints<br />

and model variability that Newmont uses to minimize the impacts of plan erosion<br />

on advanced projects.<br />

10:05 AM<br />

Take Time for Pit Phase Design<br />

A. Eccles; Newmont Mining Corp, Greenwood Village, CO<br />

Phase designs are the foundation upon which all open pit mine sequence optimizations<br />

and budgets should be built. Unfortunately, at times, mine engineers<br />

skip the step of developing realistic pit phase designs - designs that include access<br />

ramps and mineable widths. Without mineable phase designs, their Optimized<br />

schedules are based on theoretical pit shells or quick-and-dirty plans with no<br />

ramps. The output from such optimizations is almost always overly optimistic.<br />

Without mineable designs, the production estimates are misleading, because they<br />

overestimate ore, and underestimate waste stripping requirements. Worse yet,<br />

when plans are not based on realistic phase designs, they can point to exactly the<br />

wrong decision in feasibility studies (i.e. go when it should be no-go ). This paper<br />

discusses the importance and features of good pit phase design, and demonstrates<br />

the pitfalls of relying on optimized production sequences that are not<br />

based on properly designed pit phases.<br />

10:25 AM<br />

Mine Production Scheduling Optimization at Newmonts<br />

Twin Creeks Mine<br />

K. Kawahata, P. Schumacher and R. Hufford; Newmont Mining<br />

Corporation, Golconda, NV<br />

Newmonts Twin Creeks Mine, located in northern Nevada, is producing gold ore<br />

from surface mining operations. The ore is currently processed at three different<br />

on site facilities depending on the ore type and the grade. The processing facilities<br />

operate under stringent geochemical blending contraints that must be met from<br />

mine ore deliveries and off site sourced ore. To analyze various strategic options,<br />

we utilize the mathematical optimization approach. However, due to the size and<br />

the complexity of the operation, we face challenges in optimizing life of mine<br />

production scheduling. We describe those challenges and the methodology that<br />

we are taking to overcome those by using different scheduling software to compensate<br />

each other to get reasonable guidance. We also describe how those scheduling<br />

results are reflected in detailed mine plan and cost estimate work.<br />

10:45 AM<br />

From Optimization to Operations: Bridging the Planning Gap<br />

C. Taylor 1 and O. Wyberneit 2 ; 1 Runge Mining Canada Ltd., Toronto,<br />

ON, Canada and 2 Runge Inc., Denver, CO<br />

Bridging the gap between long and mid-range planning horizons in order to develop<br />

an executable plan without destroying value is a problem which is faced by<br />

many planning engineers. Due to the complexity of most mines optimization<br />

tools tend to simplify the problem so it becomes more manageable. This often<br />

means reducing the number of scheduling blocks, number of materials and number<br />

of destinations. This approach does not lend itself to modelling of real world<br />

mining constraints which often leads to unachievable plans and unrealistic expectations.<br />

The approach used by Runge at many sites to bridge this planning gap involves<br />

stewarding to the optimized plan while utilizing a rules based heuristic<br />

scheduling engine which ensures the sequence generated is operationally feasible.<br />

To ensure that as much of the original NPV is preserved as possible a post scheduling<br />

period product optimization logic is applied. This combination of heuristic<br />

scheduling and optimization logic ensures the value of each sequence is maximized.<br />

This process enables mine planners to deviate from the optimized sequence,<br />

when required, while ensuring the resultant plan is still maximizing potential<br />

value.<br />

11:05 AM<br />

Incorporating Cycle Time Dependency in Truck/Shovel Modeling<br />

A. Anani, B. Osei and K. Awuah-Offei; Mining, Missouri University<br />

of Science and Technology, Rolla, MO<br />

The need to optimize surface mining operations has led to the use of discrete<br />

event simulation (DES) modeling of truck-shovel systems. Often, these models<br />

assume truck cycle times are independent and identically distributed (iid) random<br />

variables although when there is significant bunching on the haul routes,<br />

this may not be valid. The objective of this paper is to present a methodology to<br />

(i) test whether cycle time data is iid; and (ii) account for dependence in truck<br />

cycle times. To test for dependence, truck cycle times were converted to a time series<br />

and statistical correlation test done on the time and cycle time differences. A<br />

time series approach that account for dependence caused by truck bunching is<br />

proposed and validated in ArenaÆ. This work extends the usefulness of DES in<br />

truck-shovel applications<br />

11:25 AM<br />

Mine Planning Efforts Associated with the Round Mountain Pit<br />

Northeast Wall Failure<br />

C. Mimica; Kinross Gold Corporation, CopiapÛ, Chile<br />

Truly understanding geotechnical parameters to reduce the risk associated with<br />

highwall instabilities is an issue throughout the mining industry due to limited<br />

capital availability. Even with the geotechnical investigations and modeling that<br />

are completed when a new pit design or pushback design is proposed, they do not<br />

ensure the absence risk. This paper presents the sequence of events that occurred<br />

when a major slide occurred on the northeast wall of the Round Mountain Pit in<br />

a major ore producing section of the mine and the mitigation effort to allow access<br />

to the affected area. Site technical services personnel worked closely with geotechnical<br />

consultants to prepare a remediation plan that included removing the<br />

upper benches of the slide while maintaining production access to a portion of<br />

the area below the failure during remediation. <strong>Full</strong> access to the affected area was<br />

achieved approximately 8 months after the slide occurred.<br />

Mining & exploration:<br />

technology: how Software technology<br />

Makes My Job easier<br />

9:00 AM • Tuesday, February 26<br />

chair: R. Diaz, Maptek, Lakewood, CO<br />

9:00 AM<br />

Introductions<br />

9:05 AM<br />

A GIS Model for Selection of Suitable Sites for Underground<br />

Coal Gasification<br />

Z. Hyder, N. Ripepi and M. Karmis; Mining and Minerals<br />

Engineering, Virginia Tech, Blacksburg, VA<br />

Proper site selection is key to the success of Underground Coal Gasification<br />

(UCG) projects. Most important site selection parameters include coal rank, seam<br />

depth, seam thickness, dip, porosity & permeability, groundwater, available infrastructure<br />

and coal quality. This paper describes the development of a GIS model<br />

that helps in the selection of suitable sites for UCG, based on these selection parameters.<br />

The model uses powerful features of GIS software, ArcGIS and IDRISI<br />

and develops a general flowchart of the process that may be applied to any site.<br />

The paper explains all the steps required to develop and use this model such as<br />

data acquisition, data development, importing features from different data sources<br />

and databases, preparation of data layers in GIS software, identification of factors<br />

and constraints, standardizing, weighting and combining factors to form suitability<br />

scores and finally identification & ranking of suitable sites. The paper also describes<br />

the decision support techniques used for this model including development<br />

of tradeoff levels between factors, ranking and scaling of factors based on fuzzy<br />

membership, data uncertainty evaluation and risk management.<br />

This is the Technical <strong>Program</strong> as of September 1, 2012. IT IS SUBJECT TO CHANGE.<br />

74<br />

Please see the Onsite <strong>Program</strong> for final details.

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