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