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By Léo Daiki Shinomiya

O planejamento de cenários é uma ferramenta empregada como um mecanismo competitivo que entrega uma visão para um futuro passível de acontecer, baseado em fatos atuais e históricos. Adaptado para ser aplicado a resíduos industriais, este método de planejamento de cenários pode ser descrito em oito etapas. Neste trabalho é apresentada a 1ª etapa, que mostra o uso de pesos e critérios para definir as aplicações mais adequadas para a Lama Vermelha a partir de uma infraestrutura disponível localmente. A Lama Vermelha é gerada em larga escala pela indústria do Alumínio, somente no estado do Pará são gerados 5,4 milhões de toneladas anualmente, que impacta diretamente nos custos desta indústria em função de seu tratamento e estocagem. Os resultados guiam definições para as aplicações mais adequadas para a Lama vermelha, sendo destacado o emprego na fabricação de cerâmica vermelha e na produção do cimento.

Aug 17, 2017

By Bruno Miranda de Miranda

O Trabalho proposto demonstra os avanços dos resultados das grandes reformas de usinas de pelotização da empresa Samarco Mineração, unidade industrial de UBU, utilizando de forma sistêmica a metodologia de gerenciamento de projetos IPA (Independent Project Analysis). Através da metodologia obteve-se maior envolvimento e integração dos stakeholders e canais de processo com foco na segurança, saúde e meio ambiente. Outros fatores relevantes foram o aumento da utilização de recursos próprios, modificações de estratégia de contratação e análise crítica das paradas com aprendizado contínuo. Neste trabalho apresentaremos a definição do processo com fundamentação teórica e determinantes de excelência, incluindo os indicadores e resultados obtidos através do método, como indicadores de desenvolvimento abordamos os principais pilares da manutenção, sendo eles: segurança, custo, prazo, acurácia e produção.

Aug 7, 2018

By Kallin de Souza

No âmbito da inspeção de segurança de caldeiras, a norma regulamentadora NR-13 estabelece a necessidade de um sistema de gerenciamento de integridade estrutural (SGI) com requisitos mínimos para atestar a segurança do equipamento. Entretanto, visando estabelecer um SGI que possibilite maior acompanhamento do equipamento e melhor direcionamento dos reparos instaurou-se um sistema de inspeção com procedimentos mais abrangentes. Esse trabalho apresenta as técnicas de ensaio não destrutivo (END) utilizadas usualmente na inspeção de segurança de NR-13 e novas como o ensaio IRIS (Internal Rotary Inspection System) [1]. As condições estruturais foram comparadas com as recomendadas segundo os códigos de projetos internacionais. Além disso, técnicas de estatística de engenharia de manutenção e projeto foram utilizadas, permitindo quantificar a segurança de operação e programar o momento da intervenção para o reparo.

Oct 30, 2017

By Walter Díaz Cartagena

El suelo es uno de los recursos más importantes del agua -en tanto sustenta la vida natural y fuente de alimento para toda la especie terrestre. Por tal motivo, el presente texto señala los planes y estrategias para el cumplimiento de los estándares de calidad (EKA) de los suelos. En la promulgación de D.S. N°02 2013-MINAM que aprueba dichos estándares, se establece el último componente por norma para conocer la cantidad de contaminación del suelo. Este decreto propone una serie de etapas en la gestión de suelos contaminados que van desde la ecuación de los instrumentos de gestión ambiental, la investigación de situación de estos suelos contaminados en la zona de producción para determinar el estado en el que se encuentran y la recuperación ambiental por parte de un plan de descontaminación de suelos.

Jul 1, 2014

By Ilkka Haapamäki

El presente texto señala la planificación del proceso de ventilación Outokumpu en la mina Helsinki, Finlandia a través de la evaluación de las cantidades de aire. Este sistema se basa en normas locales vigentes para la higiene laboral, órdenes relativas a la ventilación de las minas, cantidades de producción de la mina, condiciones geológicas de la mina y cantidad local de sustancias producidas durante el trabajo de la mina. Asimismo se describe el layout del programa, preparación de la red de ventilación y simulación por medio de una computadora, planificación de la dirección del proceso de ventilación, control automático de la ventilación en la mina de Pyhasalmi, cálculo de costo, planes de investigación y evaluación del número personal requerido.

Oct 14, 1980

By Lui Orna

El presente trabajo señala las técnicas de planificación de caminos para robots móviles basados en la aplicación de diversas señales de control a los modelos cinemáticos del vehículo considerado en minería para mejorar la reducción del mineral en mina subterránea. Asimismo, estos robots móviles dotan de algunas características inteligentes a un tradicional cargador frontal u otros equipos, transformándolos en un vehículo guiado, capaz de moverse en medio de túneles y pasillos a oscuras. Como ejemplo de ello, fue desarrollar un prototipo a escala: un pequeño vehículo de laboratorio, llamado GeBoot donde se introdujo algoritmo de Red Neuronal con lógica difusa para las formas de guiado espacial, logrando optimizar dicha proceso. De otro lado, se revisan los métodos existentes para la estimación de la posición de robots móviles y vehículos autónomos.

Sep 19, 2006

By Nestor Chavez, Javier Aymachoque, Carlos Ortega, Pedro Vasquez

Mientras que en la minería a tajo abierto es usual realizar planificación estratégica, en las operaciones subterráneas, debido a la complejidad de cada yacimiento, no existe un sistema normalizado para evaluar y optimizar la forma del área de la mina y su producción para obtener el valor real más alto. El objetivo del presente trabajo técnico es mostrar un sistema robusto capaz de optimizar y programar los depósitos subterráneos. Para ello, se evalúan múltiples escenarios de planes mineros en 3D en un plan minero de mina subterránea, analizando en poco tiempo diferentes variables, mostrando la robustez del planeamiento y analizando la incertidumbre asociada a las variables más relevantes. Se presenta un flujo de trabajo completo y práctico que ha mejorado los valores y reducido los riesgos de un proyecto subterráneo.

Sep 20, 2019

By Edgar Peña, David Chuquillanqui

Este trabajo analiza los efectos de incorporar un innovador sistema de acarreo autónomo, para asegurar la sostenibilidad y solidez del plan estratégico de mina Cuajone. Se efectúa el análisis comparativo entre los sistemas tripulado y autónomo, en términos de seguridad, plan de producción, productividad y costos operativos; y se detallan los impactos en lo que concierne a modelo de gestión, infraestructura y responsabilidad social. Entre otros resultados, se concluye que una flota autónoma reduce en 78 % los accidentes de estos equipos, incrementa la productividad en 13 % y disminuye el costo operativo en 5 %.

Sep 20, 2019

By John Quiñones de la Cruz

Para tener éxito en el planeamiento de minado, es necesario establecer los requerimientos técnicos y metodólogicos para la automatización, la recolección, manejo y el análisis de datos geológicos e ingeniería. En ese sentido, el presente trabajo señala el uso de un sistema computarizado de modelamiento geológico y planificado tridimensional como herramienta para la planificación eficaz del proceso de minado. La secuencia de minado con 5D Planner, permite planificar la mina para operaciones de explotación subterránea. así como mejorar el planeamiento en etapas previas a la estimación del Valor Actual Neto Económico (VANE) del proyecto.

Apr 1, 2016

By F. Terblanche, M. Holton, A. Kruger

The paper presents an optimal mine planning system designed to simultaneously optimize all the underground mines of large South African gold and platinum mining corporations. The system, code named PlanIT-OPTIM, is a multi-stage solution involving the use of adetailed 3D CAD-based mine planning system (CADSmine™V4). The mine design and scheduling rules defined in CADSmine™ are responsible for simulating mining sequencing, rock mechanics, and ventilation, etcetera. Feasible production ranges generated by CADSmine™ and various high-level mathematical models are used as inputs to a mathematical optimization engine. The optimization engine produces optimal production profiles (i.e. key business indicators such as tonnages, mineral and areas extracted per time period) by maximizing net present value. Other objectives such as profit continuity, production continuity and maintaining available reserves can also be specified as optimization criteria. The final step in the PlanIT-OPTIM process is to convert the optimal production profiles into practical and attainable business plans. This is achieved through the CADSmine™ Detail Optimization Engine that modifies the original CADSmine™ schedule to match the optimal production profiles. With current methods it is an impossible task to find the best business plan for a mining corporation in any reasonable period of time should conditions change (e.g. gold prices, exchangerates, grade estimates, etcetera). The fast turn around time achieved through PlanIT-OPTIM makes it possible to do several ‘what-if’ scenarios in a reasonably short time. PlanIT-OPTIM has already been used in the gold mining industry to find optimal business plans for a mine.

Jan 1, 2003

By S Gossmann, J Barlow, S Denner

"Unconventional gas resources, including coal seam gas (CSG) reservoirs, can be located above and below aquifers that provide groundwater for agricultural, industrial, urban and other uses. Development of these resources may, therefore, lead to potential impacts on groundwater supply.Management of reservoir/aquifer interconnections necessitates a program of focused data acquisition. For example, groundwater transfer from shallow aquifers to underlying CSG reservoirs may occur where CSG-containing units subcrop beneath shallow aquifers, possibly at significant distances from operating wells.Arrow Energy is undertaking studies of connectivity between aquifers including an investigation in collaboration with the Queensland Office of Groundwater Impact Assessment to evaluate connectivity between the Condamine Alluvium (CA) and CSG-containing Walloon Coal Measures (WCM).The Condamine Valley hosts highly productive agricultural land with groundwater resources heavily utilised for irrigation. Water demand outstrips available supply and groundwater has been subject to restrictions on further development since the early 1970s. Developments that could have an additional impact on groundwater resources in the CA are of major concern to local landholders. This paper describes: planned field investigations at two sites: 1. Stratheden, where pumping from the WCM will be undertaken 2. Daleglade, where pumping from the CA will occur how the data to be collected from field investigations will be used to refine predictions of flux between the CA and the WCM.CITATION:Denner, S, Gossmann, S and Barlow, J, 2013. Planned field investigation of connectivity between the Condamine Alluvium and Walloon Coal Measures, in Proceedings Water in Mining 2013, pp 91-98 (The Australasian Institute of Mining and Metallurgy: Melbourne)."

Nov 26, 2013

By F. W. Tregarthen

"This paper gives a brief description of the methods used to form and implement the present planned maintenance program. The system is designed to assist plant personnel in their task of controlling a large work-force and maintaining the many and varied types of equipment used in a mining and concentrator operation. The types of reports and methods used in scheduling and work-loading are described. General built-in flexibility is derived from computer assistance to the Central Planning Group."

Jan 1, 1971

The development and introduction of a preventive maintenance scheme in the coke ovens department, coal preparation section, of The Broken Hill Proprietary Co. Ltd., Newcastle steelworks, is described together with its operation and the results achieved during the first 12 months.'fhe scheme consists essentially of an engineering analysis of the plant to establish maintenance schedules, and to record the details on reference cards.Items are reviewed progressively and a weekly work schedule is prepared, from which work orders are passed on to the maintenance foremen. These foremen in turn originate action orders and issue inspection sheets as required. Results are then reported back to the maintenance planner and used to revise norms, practices, and cycles.INTRODUCTIONWhat is maintenance? Some people consider maintenance to be the work involved in putting things together again after they have fallen apart. The author regards it as the mechanical care and repair of plant machinery and equipment to keep it operating in sound mechanical condition, without undue interference with production processes.Maintenance may be organized or haphazard, and, too often, what has been fondly imagined to be nicely controlled and organized maintenance proves, under pressure, to be more correctly described as haphazard. Haphazard maintenance deals with breakdowns as they occur, and frequently finds itself confronted with more breakdowns than can be handled. Even organized maintenance, if not based on sound planning, can, at times, be found in a chaotic state, because of unexpected and unanticipated breakdown.Properly planned and scheduled maintenance permits an orderly and controlled approach to the problem of maintain...

Jan 1, 1961

By Lean P. J

The present The Zinc ODrporation, Limited and New Broken Hill Consolidated Limited (ZC/NBHC) tailing dam (Site C) is expected to reach its terminal capacity late in 1985. Planning and design of new facilities for disposal of tailing after 1985 which includes new tailing dams (Site D) commenced during 1980. This paper briefly describes planning guidelines and specifications, location considerations, environmental aspects, operating strategy, engineering specifications, envirormental aspects and scheduling of works.

Jan 1, 1983

By Robert E. Loftus

"The author discusses the growth in the use of ocean-going bulk carriers for the transportation of mineral commodities, and predicts future trends. The various types of tonnage carriers are described, along with the special discharging gear used, the costs involved and the duties of some of the personnel.THE FIRST CONSIDERATION in planning the ocean transportation of minerals is the type of vessel to be utilized. The modern 'Bulk Carrier' bas proved to be the most successful vehicle for the purpose. I would there-fore like to describe this fleet in some detail and at-tempt to show the impact that the bulk carrier bas bad on the movement of bulk materials."

Jan 1, 1968

By J. Galloway, P. K. Hofmeyr

Obviously all mining operations require much analytical work to be carried out. This starts with exploration, becomes more stringent with the evaluation of a mineralised area and finally becomes on-going when mining operations are under way. All these phases are carried out by geologists, metallurgists and mining engineers. They require analyses to carry out their functions but usually have no involvement in the analyses themselves. Analyses are carried out at commercial laboratories or in-house analytical laboratories. In the past in South Africa the tendency was for the larger mining houses to have their own centralised laboratories for exploration samples with each mine having it?s own laboratory to meet only that mine?s requirements. The centralised laboratory maintains QC functions at the subsidiary laboratories. In other mining areas of the world there has been a strong tendency for all geological analytical requirements, especially for exploration and mining, to be carried out at commercial analytical laboratories. In recent years there has been a tendency for mines in South Africa to move in the same direction. This paper discusses the factors that need to be taken into consideration when a new laboratory is being planned and automation is an option. The planning of the laboratory at the new Langer Heinrich Uranium mine in Namibia is discussed considering these factors. 2.0 REQUIREMENTS OF A MINING ANALYTICAL LABORATORY The purpose and requirements of a mining analytical laboratory are fairly obvious and can be summarised as follows :- 1. All mining operations must have access to analytical facilities, either in-house or commercial 2. The laboratory must be able to handle all the sample types submitted by the mining operation These can be mining, exploration and/or plant samples. They can comprise solids (rocks, bore-cores), slurries and/or liquids.

Jan 1, 2007

By J. van Wijk

"Vertical material transport is one of the major challenges for the successful implementation of deep sea mining projects. The EU research project „Blue Mining” is focusing on sustainable solutions for deep sea mining operations, with one major goal being the advancement of Vertical Transport Systems (VTS). To investigate flow effects under realistic conditions, especially clogging effects, a 136 m high test facility for flow analysis in vertical transport has been constructed using available mining infrastructure. Tests are run in a closed circuit, using a system of downfall and riser pipelines connected to a compact sediment injection- and separation unit as well as the centrifugal pump. The riser is equipped with pressure sensors, as well as temperature sensors, flow meter, concentration meter and high speed camera to allow comprehensive analyses of the flow regime and behavior of transported material within the flow. Additional mobile measurement devices allow wear and tear analyses of pipe material. This paper focuses on the determining factors of the tests leading to the design as well as the installation and trial of the test facility itself and explains the used components and work principles. INTRODUCTION Since the 1970s several research projects had been conducted investigating in the possibility of deep sea mining. In recent times projects for deep sea mining operations have started again, considering the rising demand on natural resources, especially raw earth elements. Yet projects like the Nautilus project on the deposit Solwara 1 [1], or Japanese projects focusing on the region of Okinawa [2] and Chinese projects [3] planning on depths of “only” about 2,500 up to 3,000 m. Until now no economical deep sea mining project was realized, due to the enormous difficulties of deep sea environments. Vertical material transport is one of the major challenges for the successful implementation of deep sea mining projects, considering transportation heights up to 5 km. The EU research project „Blue Mining” is focusing on sustainable solutions for deep sea mining operations, with one major goal being the advancement of Vertical Transport Systems or VTS [4]. Critical parts of the system would be identified and investigated to deliver solutions and higher the technology readiness level to a level were planning of a pilot project can be considered. At first case examples for mining projects of seafloor massive sulfides (SMS, 1,600 m water depth) and manganese nodules (MnN, 5,000 m water depth) had been calculated on basis of economical frame conditions, such as planned production rates to be efficient. As depicted in Figure 1 two major possible systems had been used for comparison, airlift system and pump system, considering multiple pump stations or single pumps. Based on the results and comparisons for the calculated vertical transport systems critical components and flow effects had been identified."

Jan 1, 2018

By Jim Richards, Eli Choueiry, Brett Robinson, Amanda Elioff

The Los Angeles Metro Gold Line Eastside Extension (MGLEE) extends Metro’s light rail system to the densely populated and growing East Los Angeles communities. Much of the 6 mile alignment consists of at-grade track, but the project also features a1.7 mile underground segment in cut-and-cover and twin-bored tunnel structures. In light of past experiences with open shield construction, The Metropolitan Transportation Authority (Metro) specified, for the first time, use of Pressure Face Tunnel Boring Machines (TBM’s) to advance tunnels through soft ground. This paper describes the history of the tunnel design, construction management, and construction methods adopted that resulted in successfully completing the tunneling segment.

Jan 1, 2007

By V. W. Shtenko, B. J. Ennis, P. H. Bridge

"The northeastern region of British Columbia contains large quantities of high-quality metallurgical coal. To market the coal, it was necessary to provide the required infrastructure which included rail access. This paper presents the role of the British Columbia Railway in the northeast coal development.In 1976, B.C. Railway undertook to study two main routes, one originating at Chetwynd and the other at Anzac, both located on the main line, north of Prince George. The routes studied are briefly described, detailing the methodology and engineering analysis carried out to permit the selection of a single route that would be the most cost effective, taking into consideration the construction, maintenance and operating costs. The operating parameters, track and grade standards, anticipated tonnage, construction costs and the final route selected are also presented.Pre-engineering analysis and studies of the route selected originating at Anzac, known as Tumbler Ridge Branch Line, and which commenced in 1977, were concluded in 1978. New mapping was developed to a scale of 1:2000 with good vertical and horizontal control. Based on the mapping data, terrain analysis, and designs developed, an estimate of construction costs and schedule of work was developed.Authority to proceed with the final design and construction was provided in December 1980, with the first shipment scheduled for December I, 1983. Final designs of all structures are discussed, including schedules, cost to completion, and control systems utilized. The decision to electrify the Tumbler Ridge Branch Line and related topics are discussed, with a brief description of train operations. The present status of the project is also presented."

Jan 1, 1983

By Roland Trunk, Marcel Imbach, Yves Boissonnas, Jan Vesely

"INTRODUCTION The expansion of the Suez Canal, which runs between the Mediterranean and Red Sea, is at the top of Egypt’s economic agenda. The £8 billion development plan includes a new channel alongside the existing one which will double the number of ships able to pass each day and several tunnels to connect the Sinai peninsula to the main part of Egypt. The Egyptian government ordered three new tunnels under the Suez Canal in the area of Port Said as part of the Canal Region Development Plan. The three tunnels will contribute to the North Sinai expansion, helping to create a vast industrial zone and completing the coastal road extension from Rafah to Nuewiba. Two of these three tunnels will be allocated for roads and the third for railway traffic. A further part of the Suez Canal development mega project are an additional six tunnels in the area of Ismailia and Suez. The focus of this paper is on the two road tunnels in Port Said and will give an overview of the project and the challenges encountered regarding the technical complexity and tight time schedule both in its design and execution. PROJECT OVERVIEW The tunnels will be built in the area of Port Said (see Figure 1) which is the most northern part of the Suez Canal.The road alignment connects the Port Fuad Road in the east bank of the Suez Canal to the Port Said-Ismailia highway in the west bank with a dual carriageway section. Each of the carriageways has two lanes. The bored diameter of the 2.8 km long road tunnels is 13.050 m and will be driven with two Mix-Shield TBMs. The distance between the two tunnel axes is planned with 42.5 m (discussion about a reduction are ongoing). The width of the Suez Canal is around 340 m at upper level and around 170 m at the bottom. During the TBM drive, three main geological layers are expected. Below a depth of around 40 m in a very soft clay layer, a dense to silty sand layer is predicted. Within the sand layer another silty hard clay is expected in different depths with variable thickness. After finishing the excavation of the road tunnels, the same TBM will be used for the railway tunnel. The lowest points of the road tunnels will be located 59 m below the surface (tunnel invert to surface) and only 18 m of ground cover exists between the tunnel crown and the Suez Canal invert. Minimum ground cover over the tunnel crown is approximately nine meters at the tunnel portals."

Jan 1, 2016