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 />
basis of planning and monitoring the project through engineering, procurement<br />
and construction; Work with Commissioning to ensure that all commissioning<br />
systems are defined and prioritized accordingly in the construction schedule and<br />
monitoring systems to ensure there is a smooth transition from construction to<br />
commissioning at the appropriate time of the project.<br />
3:05 PM<br />
Operations Readiness – A Critical Element of a Succesful Project<br />
U. Shinde; Hatch, Mississsauge, ON, Canada<br />
Studies have shown that start-up and ramp up performance is severely impacted<br />
by the lack of an integrated operational readiness approach. There are four prime<br />
Operational Readiness objectives required to ensure a fit for purpose operational<br />
capability is developed, in parallel with the execution of a project, a must to enable<br />
any new facility or venture to meet business plan operational targets: Critical<br />
operational business functions People with skills and knowledge to safely meet<br />
the project’s needs Equipment that safely produce at expected availability, production<br />
rate and quality levels Systems and processes to ensure production requirements<br />
meet schedules and plans This paper will look at a mining case study<br />
and show the benefits and risks involved in not using a prepared and structured<br />
approach to operational readiness, and highlight some of the typical risks.<br />
3:25 PM<br />
Resolutions Copper’s Underground Exploration Project Number 10<br />
Shaft Development<br />
T. Goodell; Rio Tinto, Superior, AZ<br />
Resolution Copper Mining LLC Exploration Shaft Project,. Resolution Copper<br />
Mining LLC is developing a new mining project to access approximately 1.6 billion<br />
known tons of porphyry copper resource 7000 feet below surface and mine it<br />
by block caving methods. This project will require approximately $5 billion to<br />
commence production in 2022 and take seven years to ramp up to full production<br />
of 120 thousand tonnes per day. This paper discusses the project start up and the<br />
sinking of the first of six 7000 foot deep shafts required to access this world class<br />
orebody. Resolutions twenty eight foot diameter Number 10 shaft is currently<br />
6000 feet deep and scheduled to reach full depth later this year. Resolutions sinking<br />
contractor, Cementation USA uses state of the art conventional sinking methods<br />
combined with a largely local labor force to complete this record breaking<br />
shaft. Upon completion Number 10 shaft will be the deepest shaft in the United<br />
States and the largest by volume in North America. Details of the methodology<br />
and lessons learned will be discussed in this paper.<br />
Mining & exploration:<br />
operations: discovery and Innovation in<br />
underground Mining<br />
2:00 PM • Wednesday, February 27<br />
chairs: A. Nieto, Penn State University, University Park, PA<br />
S. Reznik, SRK Consulting, Lakewood, CO<br />
2:00 PM<br />
Introductions<br />
2:05 PM<br />
Applications and Calibrations of Passive Seismic Imaging in<br />
Underground Mining<br />
X. Ma and E. Westman; Mining and Mineral Engineering,<br />
Virginia Tech, Blacksburg, VA<br />
Seismic events provide an energy perspective for analyzing rock failure in mines.<br />
Passive seismic imaging is a promising tool to get the information from seismic<br />
events and thus provides the stress distribution through velocity inversion technique<br />
— double difference tomography. We perform the double difference tomography<br />
through combining catalog phase data and cross correlation data,<br />
which is differential travel times from phase correlation of P waves, to get the<br />
more accurate relocation of seismic events and velocity model. The seismic<br />
events were relocated and the tomographic images were produced on using accurate<br />
velocity model. The stress redistribution was analyzed through comparing<br />
the change of tomography in different time scale. The tomographic results indicated<br />
that the energy level would significantly lower after the occurrence of major<br />
events, which generally have a magnitude larger than 2.5. Also, shown on the tomographic<br />
images, the stress of ore body would redistribute followed with the energy<br />
release within seismic events. The areas with high stress rock mass are located,<br />
which could be emphasized and supported to improve an overall safety in<br />
underground mining.<br />
2:25 PM<br />
Underground Positioning of Mining Vehicles<br />
S. Bahrampour, J. Rostami and A. Nieto; Pennsylvania State<br />
University, University Park, PA<br />
The satellite-based global positioning system has significantly impacted the operations<br />
in surface mining in different aspects such as safety, productivity, fleet efficiency,<br />
and maintenance practices. However, no comparable positioning system<br />
exists for underground mines. In this paper, available technologies that could be<br />
adopted to underground position monitoring systems will be reviewed. In particular<br />
position monitoring of the roof bolter and the drill bit is of interest. The positioning<br />
system will be integrated with the measurement while drilling systems<br />
which are proposed for characterization of rock strata around an opening (coal<br />
mine entry, stope, or drifts). The resulting system would provide a 3D map of the<br />
roof and ribs when drilling is performed. This information can be used to analyze<br />
the suitability of the ground support design. Current paper discusses using the<br />
penetrating electromagnetic system, inertial navigation system, robotic total station,<br />
laser scanning, and MEMS technology for positioning of various mining<br />
equipment in underground environment and will evaluate the feasibility of using<br />
one of these methods for positioning of the roof bolt drilling device.<br />
2:45 PM<br />
Improving Operational Efficiency at Barrick Goldstrikes<br />
Underground Division A Renewed Look at the Longhole Stope<br />
Mining Sequence<br />
G. Chancellor 1 , S. Piercey 2 , C. Dahl 4 and S. Aguirre 3 ;<br />
1<br />
Barrick Goldstrike Underground, Elko, NV; 2 Orica Mining Services,<br />
Sudbury, ON, Canada; 3 Orica Mining Services, Elko, NV and<br />
4<br />
Southwest Energy, Tucson, AZ<br />
Goldstrike U/G utilize drift and fill and longhole stoping with delayed backfill<br />
mining methods. The longhole stope mining sequence consists of drift development,<br />
longhole drilling, slot blasting/mucking, production blasting/mucking,<br />
followed by backfilling. Approximately 100 to 125 longhole stoping blocks are<br />
mined annually. Timely completion of all stoping blocks is imperative to maintaining<br />
the mining plan. Maintaining drill-hole integrity between blasts is the primary<br />
cause for delays when utilizing the multiple blast, excavation approach.<br />
Remediation efforts can range from manually cleaning holes to machine cleaning<br />
or re-drilling new holes, which can add several days of non value added work to<br />
the process. This paper describes how the Stope Mass-Blast, Value in Use (VIU)<br />
Project team from Barrick, Orica and Southwest Energy are addressing this opportunity.<br />
The Paper details the data collection, modeling, re-design process and<br />
methodology, execution as well as the quality assurance and quality control<br />
mechanisms implemented during the demonstration blasting phase of the Mass-<br />
Blast Stope Optimization Project.<br />
3:05 PM<br />
Efficient Evaluation of Block Cave Footprints<br />
for a Range of Elevations<br />
A. Isabel; Caving Business Unit, Gemcom Software, Perth, WA,<br />
Australia<br />
The initial evaluation of a range of footprints and elevations of where to place a<br />
block cave extraction level can be a time consuming process. Placement of a<br />
block cave extraction level needs to take into account a wide range of inputs and<br />
constraints. Some of the most important inputs and constraints include; material<br />
flow and dilution entry, cave front sequence, mining rate, maximum cave<br />
height, mining costs, capital costs, revenue factors, and discounted cash flow.<br />
Utilizing Gemcom PCBC Footprint Finder software we have assisted mining<br />
firms to efficiently evaluate a variety of ore-bodies with a wide range of inputs<br />
and constraints. The Footprint Finder tool has been used in industry for approximately<br />
10 years. However, recent enhancements to the software include the<br />
ability to take sequencing, and therefore discounted cash flow into account<br />
when evaluating footprints and elevations. A case study from the utilization of<br />
Footprint Finder is presented to illustrate how the economic footprints were<br />
identified. Engineers can provide analysis for informed decision making, if they<br />
are able to efficiently evaluate a large number of scenarios for block cave extraction<br />
level placement.<br />
This is the Technical <strong>Program</strong> as of September 1, 2012. IT IS SUBJECT TO CHANGE.<br />
118<br />
Please see the Onsite <strong>Program</strong> for final details.