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

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TECHNICAL PROGRAM<br />

differences in fossil energy resource endowment, technology maturity levels and<br />

emerging national and regional regulations. The cost of CO2 emissions avoidance<br />

with current technologies for capture is in the range of US $ 60 to 120 per<br />

ton. In regions with abundant unconventional gas, such as the U.S., projected sustained<br />

low natural gas prices have essentially driven new coal plants out of the<br />

market. In China, in contrast, coal is still king and the emphasis is on the development<br />

of super-critical and ultra-super critical coal plants to increase efficiency.<br />

Both in the US, China and most of the rest of the world, there is also a rapid<br />

growth in carbon capture and utilization (CCUS), with enhanced oil recovery<br />

being seen as the dominant near-term market for use of the captured CO2. Still,<br />

the market demand for CO2 is way below the emission rate on a global basis, requiring<br />

long-term storage until renewable energy sources someday rule the roost.<br />

4:05 PM<br />

Coal in a Carbon-Constrained World with Ample Natural Gas<br />

K. Lackner; Lenfest Center for Sustainable Energy, Columbia<br />

University, New York, NY<br />

Coal’s dominant role in electricity generation is challenged by two long-term developments.<br />

First, natural gas availability is increasing and now seems assured for<br />

a long time. Second, stabilizing carbon dioxide concentrations in the atmosphere<br />

because of climate change concerns will result in severe restrictions on carbon<br />

dioxide emission driving net world emissions gradually to zero. Without carbon<br />

dioxide capture and storage technologies, the use of coal and ultimately of natural<br />

gas is not limited by the size of the available resource but by the capacity of<br />

the atmosphere to hold carbon dioxide as about half of the carbon dioxide will<br />

remain in the atmosphere for centuries. We analyze the options for coal under<br />

various scenarios and conclude that retrofitting old coal plants with carbon capture<br />

technology is unlikely to be economic. For coal to survive requires significant<br />

reductions in mining cost; new markets for coal, e.g. in the production of liquid<br />

fuels; more options for carbon dioxide storage; and advanced energy conversion<br />

technologies that combine high efficiency with integrated carbon dioxide capture<br />

and storage.<br />

coal & energy:<br />

underground I<br />

2:00 PM • Monday, February 25<br />

chair: G. Buchan, Alpha Natural Resources,<br />

Waynesburg, PA<br />

2:00 PM<br />

Introductions<br />

2:05 PM<br />

Numerical Analyses of Stability of Three-way and Four-way<br />

Coal Mine Intersections in Illinois<br />

B. Abbasi and Y. Chugh; Mining and Mineral Resources Engineering,<br />

Southern Illinois University Carbondale, Carbondale, IL<br />

Roof falls in Illinois are more likely to occur in mining intersection and this has<br />

not changed in the last two decades. This research develops an improved scientific<br />

understanding of stress distribution and failure behavior around 4-way and<br />

3-way coal mine intersections. Three-dimensional numerical analyses were performed<br />

to determine factors that influence intersection stability. The analyses<br />

used a modified hardening/softening Hoek-Brown failure criterion. Yielded<br />

zones around 3-way and 4-way intersections were developed. Intersection span<br />

and horizontal stress have a major influence on intersection stability. For the 4-<br />

way intersection, pillar corners across the intersection fail first and lead to progressive<br />

failure of immediate roof and floor layers. The mechanism of failure is<br />

similar for the 3-way entry but the shape and extension of yielded zones differ.<br />

Coal ribs mostly fail due to tensile stress, while roof and floor strata fail due to<br />

shear stresses. Rib corners fail due to a combination of shear and tensile stresses.<br />

In addition to stress-based approach, displacement-based analyses were also performed<br />

to delineate stability problems around intersections.<br />

2:25 PM<br />

Stress Distribution in Set-Up Rooms and Adjoining Areas for<br />

Longwall Panels Oriented At Two Different Angles to In-Situ<br />

Stress Orientation<br />

B. Abbasi, Y. Chugh and H. Gurley; Mining and Mineral Resources<br />

Engineering, Southern Illinois University Carbondale, Carbondale, IL<br />

Design of stable set-up rooms and adjoining areas of a longwall face are critical<br />

for safety and productivity. Illinois longwall faces have typically experienced<br />

ground control problems in set-up rooms. Under a research project from the<br />

State of Illinois over the last two years, the authors have successfully performed<br />

field instrumentation studies and numerical analyses to improve design of set-up<br />

rooms and adjoining areas. Some of these studies have been already published.<br />

This paper presents a comparison of stress distribution in set-up rooms and in the<br />

head gate and tail gate entries for a longwall face oriented in the E-W and N 28 E<br />

orientations. The maximum compressive in-situ stress orientation in the area is<br />

assumed to be N 70 E. The results indicate that the head gate entries for a longwall<br />

face oriented N28E is subject to higher shear stress concentrations as compared<br />

to a longwall face oriented E-W. This stress concentration area travels forward<br />

as the longwall face is advanced. Therefore, additional supports should be<br />

considered along the belt entry to ensure a stable and productive longwall face.<br />

2:45 PM<br />

Development of CISPM-MS and Its Applications in Assessing<br />

Multi-Seam Mining Interactions<br />

B. Qiu and Y. Luo; Mining Engineering, West Virginia University,<br />

Morgantown, WV<br />

Longwall and/or room-and-pillar mining operations in multiple coal seams<br />

could not only induce subsurface and surface subsidence but also cause interactions<br />

between these mined coal seams. The interaction might destabilize mine<br />

structures and subsequently induce additional strata movements. Mechanical<br />

models to utilize the predicted subsurface deformations to assess the interactions<br />

and the consequences have been developed. The models are incorporated into a<br />

computer program, CISPM-MS, for predicting the final surface movements and<br />

deformations as well as the mining interactions associated with multi-seam coal<br />

mining operations. It predicts final surface movements and deformations caused<br />

by the individual mining operations and by the interactive effects. The program<br />

can also be used to assess mine structural stability in multi-seam mining operations.<br />

The paper presents the developed interaction models and their application<br />

in surface subsidence prediction caused by multi-seam mining operations. A case<br />

study involving mining in two coal seams, using longwall and room-and-pillar<br />

mining methods, respectively, will be used to validate the program.<br />

3:05 PM<br />

Rationalize Drilling Control for Noise Reduction During Roof<br />

Bolting Operation<br />

Y. Luo 1 , B. Qiu 1 , C. Collins 2 and M. Li 1 ; 1 Mining Engineering,<br />

West Virginia University, Morgantown, WV and 2 J.H. Fletcher<br />

Mining Machinery, Huntington, WV<br />

Roof bolter operators are a group of underground miners being exposed to high<br />

doses of noise, especially when drilling hard rock. Previous research shows that<br />

the specific energy of drilling decreases as bite depth (penetration per revolution<br />

of drilling) increases. Less specific energy means less energy is wasted by producing<br />

heat, bit wear and noise in the drilling process. This clearly implies that<br />

proper control of drilling parameters provides an opportunity to reduce drilling<br />

noise. Controlling noise from its sources can proactively reduce the noise exposure<br />

to miners. Drilling tests have been conducted to prove this noise control<br />

strategy. In the tests, noise levels are measured along with a number of other parameters.<br />

The preliminary results show a noise reduction from 4 to 10 dB can be<br />

achieved by drilling at a reasonably high bite depth in medium hard rock.<br />

Applying this approach in drilling hard rock (e.g., sandstone) may expect even<br />

better noise reduction. Based on the theoretical and experimental studies, rational<br />

drilling control strategy could be developed for noise control while maintaining<br />

a safe and productive roof bolting operation.<br />

3:25 PM<br />

Calibrated ALPS: Integrating Local Information into the ALPS<br />

Pillar Design Approach<br />

H. Lawson and J. Whyatt; Ground Control, NIOSH, Spokane, WA<br />

The ALPS program has become a widely accepted tool for the design of pillars in<br />

longwall coal mines. The current version of ALPS defines the critical stability<br />

factor based on a national data base of case studies. The critical stability factor<br />

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

48<br />

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

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