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By Alexis M. Herman

It?s school vacation time again, and kid?s thoughts turn from textbooks and term papers to fun and play, includ­ing outdoor adventures. Old quarries can become swimming holes on hot summer days; sand and gravel piles look like interesting playgrounds; aban­doned mine shafts beckon explorers. But, for the unaware, all three mean danger. Already this year we have seen two stark reminders that mines and minors don?t mix. In Oklahoma, a 13-year-old girl drowned while swimming with friends in an inactive strip mine. In Maryland, a six-year-old boy playing on a quarry site, plunged more than 100 feet to the bottom of the quarry. Playing at such sites may seem like harmless fun, but every year dozens of children and adults are seriously hurt or fatally injured while playing on active and abandoned mine property. These accidents sometimes happen in traditional mining areas like the coal fields of Appalachia and the remote areas of the west. But the threat is anywhere there are active or abandoned quarries, sand and gravel pits, underground mines, or other mining operations.

Aug 1, 1999

By Rafael Bartra

"El presente texto señala los aspectos geológicos en la mina Yanacocha. La Minera Yanacocha es un Joint Venture, que incluye a Newmont Mining Company (51%), la Compañía de Minas Buenaventura S.A. (44%), yla International Finance Corporation (5%). Dicho distrito tiene una larga historia en prospección y actividad minera, que data desde tiempos pre-Incas hasta nuestros días y es un sistema sulfato dentro de un complejo volcánico de edad terciaria. Asimismo el distrito ha sufrido glaciación postmineral y el yacimiento de La Quinua recientemente descubierto, se encuentra en gravas auríferas derivadas de la glaciación del yacimiento de Yanacocha Sur. De forma que Yanacocha es uno de los principales distritos ácido-sulfato del mundo en términos de contenido de onzas de oro, producción anual y costo de producción. "

Apr 26, 1999

By Pedro Ly Zevallos

El presente trabajo describe la exploración y geología de Cerro Lindo. Este es un yacimiento del tipo vulcanogénico de sulfuros masivos con mineralización de Zn-Cu-Ag, que está emplazado en rocas volcano sedimentarias metamorfoseadas, formando parte de un importante lineamiento de 8 kilómetros de longitud con anomalías de color y contenidos geoquímicos altamente anómalos. Asimismo, se señala su geología local, mineralización y zoneamiento en los cuerpos de los sulfuros masivos.

Apr 26, 1999

By John Guilbert

El presente texto describe la historia del descubrimiento y desarrollo del yacimiento de pórfido de cobre-oro Bajo de la Alumbrera. En ese sentido, dicha minera es menos geológica, teórica y está más orientada a más modelos geológicos, puesto que cuando K. Richard finalizaba la exploración y evaluación del yacimiento de Toquepala en la década del 60, Bajo de la Alumbrera estaba siendo descubierta. Asimismo, la minera se encuentra al noroeste de la República Argentina en una región donde ocurre una cadena de yacimientos de cobre, conocida como el "Cinturón Metalogénico de Pórfidos de Cobre". Allí también existe el complejo volcánico llamado "Farallón Negro" que en superficie contiene muchos sulfatos denominados "alumbres", de donde se originó el nombre de Bajo (depresión topográfica) de la Alumbrera.

Apr 26, 1999

By Máximo Yaringaño

El presente texto describe la historia y las exploraciones realizadas en los distritos de San Gregorio y Colquijirca. Esta última se encuentra dividida en dos partes: Colquijirca propiamente dicha y Marcapunta, que es un yacimiento diferente -en tanto se halla emplazado en rocas volcánicas, mientras que San Gregorio y Colquijirca se hallan en rocas carbonatadas. Los tres yacimientos se encuentran en los Andes centrales del Perú, en el departamento de Pasco, Junín. La mineralización de San Gregorio está alojada en las unidades carbonatadas jurásicas del grupo Pucará, en su facies occidental; la mineralización de Colquijirca está emplazada en forma de mantos plegados en rocas carbonatadas de la formación Calera, correspondientes al grupo Pocobamba, de edad terciaria superior.

Apr 26, 1999

By Oscar Concha

El presente texto describe la exploración, geología, controles estructurales, mineralización y los tipos de alteración hidrotermal del yacimiento minero Cuajone, situado al sur de la Cordillera Occidental de los Andes y en el flanco Andino de Moquegua. En 1937, se inicia su exploración a través de una campaña exploratorla de la empresa Cerro de Pasco, donde se determina la zona como un proyecto potencial de cobre porfirítico de baja ley. Posteriormente en 1942, se inicia la primera campaña de perforación diamantina exploratoria y en 1969, se inicia la etapa de construcción y desbroce de material para preparar la mina. De otro lado, se ha desarrollado un modelo de la evolución del yacimiento desde las rocas preminerales del Grupo Toquepala, de las cuales la andesita basáltica fue una gran receptora de la mineralización de cobre originada por la intrusión de un primer pulso de latita porfirítica.

Apr 26, 1999

By Edgardo Salas M

El presente texto describe la geología del yacimiento polimetálico de Iscaycruz. Dicha mina está situada en el distrito de Pachangara, provincia de Oyón, al norte del departamento de Lima, donde predominan los sulfuros de zinc, confinados al ámbito de la formación calcárea Santa, tanto en el piso como en el techo.Su mineralización corresponde al tipo de reemplazamiento hidrotermal, conformado por minerales de zinc, plomo, plata y cobre; y se encuentra formando mantos en las calizas de la formación Santa.

Apr 26, 1999

By David Heyl

"El presente texto señala la evolución de los modelos genéticos de geología económica del yacimiento minero Tres Cruces. Dicho yacimiento se encuentra localizado en el noreste del Perú, adyacente al distrito minero de Quiruvilca. A partir del año 1995 se le reconoció como el mayor productor de oro a través de un programa de exploración en la Formación volcánica Calipuy. Posteriormente, el yacimiento fue visitado por variosgeólogos que postularon diferentes modelos genéticos del yacimiento para así estimar su potencial económico -en tanto se incrementaron los datos geológicos del yacimiento. Por ello, el texto presenta el modelo genético de Tres Cruces, como el más adecuado, aunque la evaluación de su potencial econornica está aún en progreso."

Apr 26, 1999

By Mario Arenas

San Rafael es la única mina de estaño en el Perú y la segunda en la producción mundial después de P. T. Timah de Indonesia. En ese sentido, el presente texto describe la geología y exploración de dicha minera. San Rafael está ubicada en el nevado Quenamari de la Cordillera de Carabaya, Puno, cuyas vetas fueron exploradas en los niveles superiores, principalmente por Lampa Mining en 1950 y por Minsur SL, de la Casa Grace, en 1966. Posteriormente Minsur adquirió la minera donde se intensificaron los estudios geológicos en todo el nevado Quenamari, y las exploraciones y desarrollos para encontrar estaño en el intrusivo. La edad de la mineralización comprende cuatro de etapas de mineralización: a) cuarzo-turmalina, b) casiterita botrioidalcuarzo- clorita, la principal c) chalcopirita-estaño aguja-cuarzo-clorita y d) cuarzo-calcita. El estaño como casiterita botrioidal es abundante en los niveles inferiores, mientras que la casiterita en agujas o estaño fino está asociada mayormente con la chalcopirita en los niveles superiores.

Apr 26, 1999

By Eric B. Braun

"The paper describes Rio Blanco like a virgin porphyry copper discovery, located in Perú along the Ecuador border at the north end of a belt of copper systems that includes porphyry Cu-Mo, porphyry Cu-Au and highsulfidation types.Rio Blanco is a porphyry Cu-Mo system containing low Au and As. The presence of andalusite, diaspore and pyrophyllite, intense QSP alteration and absence of potassic alteration indicate a shallow level oferosional exposure."

Apr 26, 1999

By Kelly O'Konnor

El presente texto señala la historia, geología y exploración del yacimiento polimetálico tipo skarn Antamina. Dicho yacimiento se localiza en el lado sureste del valle de Antamina y su nombre en quecha significa: "Mina de cobre". La evidencia de la actividad minera data de 1850 y posteriormente se realiza la disolución del joint venture en el año 1982. Asimismo, se describe la magnetometría, plano esquemático de alteración y zoneamiento metálico y las reservas del mineral.

Apr 26, 1999

By Hugo Candiotti

El presente texto describe la secuencia de los trabajos de exploración realizados en el yacimiento de Sipán desde el descubrimiento hasta la puesta en producción. Así también, señala las características geológicas, mineralógicas y geoquímicas del yacimiento que contribuyeron a la localización y formación del cuerpo mineralizado de oro.

Apr 26, 1999

By Launa Mallett, Charles Vaught, Michael J. Brnich

Purpose: This training material focuses on the content of emergency warning messages. Research has shown that when an emergency occurs, people often do not get the information they need for the purpose of taking appropriate action. This safety talk presents a procedure, using mental cues that can be used by senders and receivers of emergency warnings. Intended Use: This material has been developed for use in short safety-training sessions such as start-of-shift safety or Atoolbox@ talks. The information can be presented in approximately fifteen minutes and is appropriate for workers at all experience levels. While the examples and illustrations are taken from the underground coal mining industry, the training can be tailored to any work setting by substituting appropriate examples. Materials Needed: The instructor will need to prepare the figures provided in a form that can be seen by the entire class. Suggested methods include the use of: (1) overhead transparencies, (2) laminated pages that can be held up for small groups, and/or (3) handouts with copies of the figures for each trainee. As a supplement, stickers featuring the communication triangle can be placed on hard hats, telephones or other communication devices to remind workers about the key to effective emergency communication. The Talk: The accompanying script is a guide for presenting this safety talk. Training is enhanced if these materials are covered but not simply read by the trainer. Examples given in this guide are from real experiences. To make training more interesting and effective, the instructor can substitute examples from his/her workplace. Additional Resources: The following references will provide further information about communications during emergencies. Auf Der Heide, E. (1989). Disaster Response: Principles of Preparation and Coordination. The C.V. Mosby Company, St. Louis. Mallett, Launa, Charles Vaught, and Michael J. Brnich Jr. (1993). A Sociotechnical Communication in an Underground Mine Fire: A Study of Warning Messages During an Emergency Evacuation@, Safety Science, 16, pp. 709-728. Nigg, J.M. (1987). A Communication and Behavior: Organizational and Individual Response to Warnings@ in Sociology of Disasters: Contributions of Sociology to Disaster Research, R.R. Dynes, B. De Marchi, and C. Pelanda (eds.), Franco Angeli, Milan, Italy, pp. 103-116.

Jan 10, 1999

By Fred Garcia, William P. Diamond

As part of its mine safety and health research program, the National Institute for Occupational Safety and Health, Pittsburgh Research Laboratory, has been investigating the geologic and mining factors influencing methane gas emissions associated with longwall mining. A primary focus of this research has been the consequences of increasing longwall panel dimensions, particularly face width, in gassy coalbeds. Continuous longwall face emission monitoring studies were conducted at two adjacent mines operating in the Pocahontas No. 3 Coalbed, where longwall faces were to be extended from 229 to 305 m (750 to 1,000 ft). Average longwall pass methane emission rates for 229-m (750-ft) wide faces were 61 % (0.072 m31sec (153 cfm)) higher at the VP-3 Mine than at the VP-1 Mine. It was predicted by regression analysis of methane emissions data from 229-m (750-ft) wide faces that extending faces to 305 m (1,000 ft) would increase methane emission rates by only 7%, or 0.009 m3/sec (20 cfm), to 0.144 mysec (304 cfm) at the VP-1 Mine. In contrast, it was predicted that extending faces to 305 m (1,000 ft) at the VP-3 Mine would increase methane emissions by as much as 13%, or 0.029 mysec (65 cfm), to 0.268 dlsec (567 cfm).

Jan 10, 1999

By Nicholas Kyriazi

A performance comparison of 14 rescue breathing apparatus was undertaken as an assessment of past and present worldwide technology. Rescue breathing apparatus are self-contained, closed-circuit breathing apparatus used for entry into areas having atmospheres that are immediately dangerous to life and health. Apparatus tested were the Biomarine BioPak 45, 60, and 240; the Draeger BG 4 and BG-174A; the Litton LITPAC II; the MSA Custom 4500 II Air Mask, Chemox, and McCaa; the Sabre Selected Elevated Flow Apparatus (SEFA); the Scott Rescue-Pak; the Siebe Gorman Aerorlox and Proto Ten; and the SurvivairLP-120. The apparatus were tested on an automated breathing and metabolic simulator at the Pittsburgh Research Laboratory of the National Institute for Occupational Safety and Health (NIOSH). Physiological parameters monitored during the testing were average inhaled CO2 and O2, minimum inhaled CO2, inhaled wet-and dry-bulb temperatures, and peak inhalation and exhalation breathing pressures. The metabolic demand on the apparatus was 1.35 L O2/min for most of the test with two 5-min intervals of 2.5 L O2/min, the first beginning 10 min into the test and the second beginning 10 min before the end of the rated duration of the apparatus. Results presented include apparatus service life and test-averages of monitored physiological parameters. Schematic drawings and photographs of the apparatus are also included. The Draeger BG-174A and BG 4 had the highest durations—295 and 291 min, respectively. The BG 4 hadthe lowest minimum inhaled CO2 levels, attesting to the effectiveness of its CO2-absorbent canister. The SabreSEFA had the lowest average inhaled CO2 levels, due mostly to the apparently low-dead-space mask andnose cup. The MSA Air Mask, the only open-circuit device tested, had the lowest wet- and dry-bulb temperatures, with the liquid-O2-source Siebe Gorman Aerorlox having the next lowest temperatures. The only apparatus with a CO2-absorbent not in a packed-bed design, the BG-174A, had the lowest exhalation pressures. The BG 4 had the highest level of positive pressure, with the Biomarine BioPak 60, Survivair LP-120, SEFA, and Litton LITPAC II nearly as high. The BG 4 had the lowest pressure swing, with the SEFA a close second.

Jan 10, 1999

By Charles Vaught, Jeff Duncan, Michael J. Brnich, Lisa J. Steiner

This document contains most of the materials needed to use the exercise. The main part of the document is the instructor's copy. It tells how to use the exercise, presents the objectives, the master answer sheet, the scoring key, and discussion notes to be used following the exercise. The next section summarizes results from field tests of the exercise, and reports the miners' evaluation of the activity. The last part of this document is three appendices. Appendix A is the exercise problem booklet. This booklet can be duplicated locally. The booklets are reusable. One is needed for every person in the classroom. Appendix B is the answer sheet. Copies of this answer sheet must have the latent image (invisible) ink answers that appear in Appendix C printed on them.3 Answer sheets are consumable. One is needed for each person or each small group of persons who work the exercise. Exercise Summary Read this section first. It determines if the exercise is appropriate for your classes. If you choose to use the exercise, examine the table of contents and review the remainder of this document. Type: Latent image Audience: Remote control and extended cut miner operators and face crews Length: Eight questions (30 minutes for administration plus 30 for discussion) Skills: Remote control mining procedures including remote control mining, taking extended cuts, resetting breaker on mining machine, and setting timbers. Communicating mine conditions, influencing safe behaviors when mine conditions are less than stable Location: Underground coal mine, four section continuous mining operation Average seam height is 48 inches Problem: Your regular job is on the general labor crew at Cripple Creek #9 mine, a four section continuous mining operation. The mains are 9 entries wide and panels are 5 entries across. You and the rest of the crew had annual refresher training about 3 months ago. For the past few days you have been sent to 2 South panel to fill in as the third shuttle car operator. This morning, however, your buggy is down. The face boss asks you to get the scoop and take seven or eight timbers to the number 5 entry because the last shift got off sight line. The miner will be working in entry 5 while the bolter crew pins entry 4. When you get up to the face you see that Mo, the remote control continuous miner operator, has rounded off the left inby corner in order to make his first cuts in the right hand rib. Now, he has squared around enough so that you and Red, the miner helper, can set some posts on the corner. The two of you set posts along the left inby rib of #5 entry while the shuttle car operator waits. You are in a tight spot when Mo decides to start mining. You must decide where the best place is to stand for safety and to be out of the way.

Jan 10, 1999

By Charles Vaught, Michael J. Brnich, Roberta A. Calhoun

This document contains most of the materials needed to use the exercise. The main part of the document is the instructor's copy. It tells how to use the exercise, presents the objectives, the master answer sheet, the scoring key, and discussion notes to be used following the exercise. The next section summarizes results from field tests of the exercise, and reports the miners' evaluation of the activity. The last part of this document is three appendices. Appendix A is the exercise problem booklet. This booklet can be duplicated locally. The booklets are reusable. One is needed for every person in the classroom. Appendix B is the answer sheet. Copies of this answer sheet must have the latent image (invisible) ink answers that appear in Appendix C printed on them.2 Answer sheets are consumable. One is needed for each person or each small group of persons who work the exercise. Exercise Summary Read this section first. It determines if the exercise is appropriate for your classes. If you choose to use the exercise, examine the table of contents and review the remainder of this document. Type: Latent image Audience: Underground coal miners Length: 9 questions (30 minutes for administration and 30 minutes for discussion) Skills: Mine fire escape strategies/procedures Use of emergency breathing apparatus Knowledge of sensations experienced when wearing breathing apparatus Communication Location: Underground coal mine section, average 60 inch seam height Problem: You are the section foreman on the 17 Left longwall development section at the Paula Ann No. 3 mine. The section has been driven about 4,000 feet from 4 West Mains. One of the shuttle car operators took a call from the fireboss saying that there was smoke from an unknown source coming into your section. You attempt to contact someone to find out where the smoke is coming from but get no response. You assemble the crew and start riding out of the section on the mantrip when you encounter heavy smoke. At this point, you decide to take your crew and travel on foot in the belt entry that is on a neutral split of air. After traveling about 6 crosscuts in the belt entry, you encounter heavy smoke at which time you and your crew don your person-wearable SCSRs (PWSCSR). After donning the apparatus, you and your crew continue traveling outby in the belt entry. Near the mouth of the section, one miner in the group starts to have trouble breathing from his SCSR. Because breathing resistance is increasing with the length of time the apparatus is worn, the miner is "outbreathing" the device since his oxygen requirements are greater that what the PWSCSR can supply. Although you slow

Jan 10, 1999

By David Garry, Michael J. Brnich, Lynn L. Rethi, Henry P. Cole, William J. Wiehagen, Roberta A. Calhoun

This document contains most of the materials needed to use the exercise. The main part of the document is the instructor's copy. It tells how to use the exercise, presents the objectives, the master answer sheet, the scoring key, and discussion notes to be used following the exercise. The next section summarizes results from field tests of the exercise, and reports the miners' evaluation of the activity. The last part of this document is three appendices. Appendix A is the exercise problem booklet. This booklet can be duplicated locally. The booklets are reusable. One is needed for every person in the classroom. Appendix B is the answer sheet and the trainee's questionnaire. Copies of this answer sheet must have the latent image (invisible) ink answers that appear in Appendix C printed on them.1 Answer sheets are consumable. One is needed for each person or each small group of persons who work the exercise. Exercise Summary Read this section first. It determines if the exercise is appropriate for your classes. If you choose to use the exercise, examine the table of contents and review the remainder of this document. Type: Latent image Audience: Supervisors, Safety Personnel and Accident Investigators Length: Eight questions (30 minutes for administration plus 30 for discussion) Skills: Developing a strategy or plan to prevent slips and falls Following correct procedures in conducting an accident investigation Preventing unsafe work practices Recognizing and instituting hazard controls in the section Identifying and implementing safe work procedures Location: Underground coal mine section Problem: You have been the general mine foreman at White Rock Mine for 4 years and have worked at this mine for 12 years. The mine superintendent calls you into his office. He gives you an accident report of an employee in 4-G section who was injured while carrying rock dust bags from the rock dust car to a battery powered scoop. It is several days after the accident and the mine superintendent assigns you and the safety supervisor to thoroughly investigate the accident to determine all the contributing factors. Your job is to make specific recommendations to prevent future slipping/tripping accidents.

Jan 10, 1999

By Verne S. Mutton, William A. Slivensky, Eric S. Weiss, Kenneth L. Cashdollar, Deepak R. Kohli

The National Institute for Occupational Safety and Health (NIOSH), Pittsburgh Research Laboratory, cooperated with Tecrete Industries Pty. Ltd. and BHP Australia Coal in a research program to evaluate the strength characteristics and air leakage of four seal and two stopping designs for use in underground coal mines. A fundamental safety research area for NIOSH is to eliminate the occurrence of coal mine explosions or to mitigate their effects. One approach to achieve this goal is to develop new and innovative seal designs that provide increased explosion isolation protection for the mining personnel against ignitions that originate from within the gob or. other worked-out areas of the mine Full-scale seals and stoppings were constructed in the Experimental Mine at Lake Lynn Laboratory near Fairchance, Fayette County, PA. They were ail--leakage tested, then subjected to a series of explosions with average pressure pulses ranging from 25 to 500 kPa (3.5 to 72 psi). Instrumentation measured seal displacement and acceleration as a function of time, providing data to assist in the development of numerical models 1'01- future seal design. All three seals designed with Meshblock wire forlnwo~-k ant1 a lnonolithic shotcrete core withstood the first explosion test, which generated an avcr-age rnaximu~n pressure of - 140 kPa (-20 psi) while maintaining acceptable air leakage rates. These seals I-anged from 175 to 325 mm thick. They included a 2.7-m-high by 325-mm-thick seal that was tesled 27 hr after completion against this - 140-kPa explosion pressure, a special requirement of the test program. This seal survived explosions with pressure pulses up to 300 kPa (43 psi). The 2.3-m-high by 325-mm-thick Meshblock seal survived three explosion tests with overpressures up to 455 kPa (66 psi) and satisfied the air leakage criteria. A I ,200-mm-thick plug seal was constructed of two Gunmesh formwork walls in-filled with shotcrete and a 3,450-kPa (500-psi) strength Aquablend core. This plug seal survived three explosions with pressure pulses ranging 11-om 150 lo 430 kPa (-22 to 62.5 psi) with no measurable postexplosion air leakage. Two Gunmesh stoppings with thicknesses 01' 40 and 75 inln withstood explosion overpressures of 23 and 115 kPa, respectively. Anchoring all seal and stopping designs into the roof, ribs, and floor with steel "rootbolts" provided very effective boundary constraint that is critical to the performanceofstructures subject to explosion overpressures.

Jan 8, 1999

By Daniel W. H. Su, Gregory J. Hasenfus

This paper demonstrates that finite-element modeling can be used to predict in situ coal pillar strength, especially under non ideal conditions where interface friction and roof and floor deformation are the primary controlling factors. Despite their differences in approach, empirical, analytical, and numerical pillar design methods have apparently converged on fundamentally similar concepts of coal pillar mechanics. The finite-element model results, however, are not intended to suggest a new pillar design criterion. Rather, they illustrate the site-specific and complex nature of coal pillar design and the value of using modeling procedures to account for such complex site-specific conditions. Because of the site-specific nature of coal pillar design, no single pillar design formula or model can apply in all instances. Understanding and accounting for the site-specific parameters are very important for successful coal pillar design. More work remains before the century-old problems related to pillar design are finally solved. Future research should focus on the cross-linkage of empirical, analytical, and numerical pillar design methods.

Jan 5, 1999