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By Danyer Girón, Sergio Vicuña

A través de los años de operación en Minera Yanacocha, los minerales se han vuelto más variados y complejos, lo cual genera que los precipitados del proceso Merril Crowe también lo sean. El presente trabajo tiene como objetivo lograr fundiciones más seguras y eficientes, así como analizar la información de los principales constituyentes del precipitado Merril Crowe, a través del desarrollo de un algoritmo de cálculo que determina la proporción óptima de constituyentes de la carga. Se propone una metodología y solución técnica para lograr un proceso de fusión seguro y óptimo, que incluso genera un metal dore más limpio y un proceso de recuperación de oro más eficiente. Asimismo, el algoritmo puede ser utilizado con buenos resultados para la fusión de distintos materiales (con distintas concentraciones de constituyentes), tales como los precipitados del proceso Merrill Crowe, los polvos recuperados de los bag house, la limpieza de sumideros de planta, entre otros.

Sep 20, 2019

By Edgard Atencia, Ernesto Valdez

Con el objetivo de lograr mejoras en los resultados de los indicadores operativos, reducir costos e incrementar la rentabilidad, la unidad minera Tambomayo estableció planes de acción de corto y mediano plazo, alineados a la metodología PHVA (planificar, hacer, verificar y actuar). El presente trabajo describe la mejora continua en los procesos de dicha unidad minera, bajo una gestión de indicadores. Se planteó la implementación de un centro de control de operaciones (CCO) en el interior de la mina y se implementaron planes de mejora en los procesos de la cadena de valor del negocio minero (exploración, minado y beneficio). Se obtuvieron resultados positivos en productividad y rentabilidad, evidenciados a través de las mejoras en el desempeño de los indicadores operativos, tales como sostenibilidad de la producción y costos.

Sep 20, 2019

By José Calderón

Frente a la ausencia del Estado en el distrito de Pataz (La Libertad, Perú) —donde Poderosa tiene sus operaciones— existe una presión por parte de la población hacia la empresa para cubrir el déficit de agua de consumo humano. Por ello, se implementó un proyecto, con los anexos de Pueblo Nuevo, Zarumilla y Chuquitambo como ámbito de acción, cuyo objetivo principal era la formalización de la gestión de agua de consumo poblacional, de tal manera que la población disponga de agua de calidad, a la vez que se prevenga y reduzca la conflictividad socioambiental. En el presente documento se exponen las principales actividades realizadas como parte del proyecto, así como los resultados obtenidos.

Sep 20, 2019

By Luis Enrique Vargas

En las operaciones a tajo abierto, la generación y control de vibraciones juegan un papel importante en la estabilidad de taludes a lo largo del tiempo. Para mantener un diseño de minado óptimo y seguro en Toquepala, el autor ha contemplado 7 factores (caracterización geotécnica, diseño de malla, diseño de carga, análisis de secuencia de tiempos entre taladros y filas, análisis de vibración tanto en piso como en cara de banco, calidad del precorte y evaluación geotécnica de voladura mediante celdas) al desarrollar esta metodología denominada Evaluación geotécnica integral de voladura. El trabajo incluye conclusiones y recomendaciones precisas.

Sep 20, 2019

By Cristhian Carrión

El trabajo evalúa la aplicación de la Inteligencia Artificial (IA) o Redes Neuronales Artificiales (RNA) en el procesamiento de minerales, con el fin de predecir y optimizar recuperaciones. El estudio describe el trabajo con variables diversas, el modelo de entrenamiento y aprendizaje supervisado, así como el nivel de exactitud en predicciones obtenidas con modelos tradicionales de progresión lineal y con una RNA entrenada (backpropagation).

Sep 20, 2019

By Edwin Colque, Christian Mollinedo, José Bazán, Franz Soto

Se describe la implementación de un modelo de optimización de minado, diseñado para integrar los planes de una operación de tajo abierto con otra subterránea, en Yanacocha. El modelo, basado en programación lineal entera mixta (MILP), utiliza un algoritmo de ramificación y corte de topografía para optimizar, en corto tiempo, una red integrada de minas, vías de acarreo y descargas en las plantas de procesamiento y depósitos de mineral y desmonte.

Sep 20, 2019

By David Portocarrero, Kevin B. Heather, Stewart D. Redwood, Erika Dávila, Hubert Gamarra

El proyecto Antakori (Regulus Resources Inc.) está ubicado a 53 km al noroeste de la ciudad de Cajamarca en el distrito minero de Hualgayoc y es parte de la cuenca de los depósitos de Cu-Au-Ag del Mioceno del norte del Perú. Tiene un recurso indicado de 250 Mt con 0.48% de Cu, 0.29 g/t de Au y 7.5 g/t de Ag y un recurso inferido de 267 Mt con 0.41% Cu, 0.26 g/t de Au y 7.8 g/t de Ag (Eggleston et al., 2019). La geología consiste en un basamento cretácico de rocas sedimentarias (formaciones Farrat, Inca y Chulec) intruído por varios diques de pórfido que generan alteración y mineralización tipo skarn con mineralización de Cu-Au-Ag y cuerpos de sulfuros masivos. Posteriormente, se desarrolla un sistema tipo pórfido asociado a diques de pórfido cuarzo-feldespato-(biotita) y cuerpos de brechas con mineralización de Cu-Au-Ag-(Mo). Sobre las secuencias sedimentarias se depositan rocas volcánicas del Mioceno procedentes del centro volcánico Tantahuatay y son intruídas por diques/stocks subvolcánicos, ambos afectados por una fuerte alteración argílica avanzada con mineralización epitermal de sulfuración alta de pirita-enargita con Cu-Au-Ag-As-Sb. Un sistema epitermal de sulfuración intermedia con mineralización tipo “Carbonate-Base Metal” de Au-Ag-Pb-Zn-Cu, asociado a diques, de pórfido hornblendico constituye el último evento de mineralización en el proyecto Antakori.

Sep 20, 2019

By Christian Huihua, Armando Moyonero, Jorge Escalante, Alberto Valera

A raíz de una mayor demanda de horas hombre para cumplir con el mantenimiento de la flota de camiones de acarreo de Antamina, se puso en marcha la optimización de la gestión del mantenimiento preventivo (PM), cuyas estrategias principales eran la reducción del tiempo de parada de los camiones por PM y la extensión del intervalo de frecuencia de los PM. Así, se logró extender la frecuencia del PM de cada 250 horas a cada 500 horas y se logró reducir el tiempo de parada mensual por PM de 21.0 a 10.5 h por camión, sin afectar la confiabilidad.

Sep 20, 2019

By Jesus Layten, Marcos Garayar

Los RPAS (Remotely Piloted Aircraft Systems, por sus siglas en inglés) o drones son aeronaves (plataformas) que vuelan sin tripulación de manera automatizada, a las que se les puede adaptar diversos tipos de sensores. Esta tecnología nos brinda la posibilidad de obtener imágenes de alta calidad y precisión, de manera eficiente, confiable, segura y de menor costo. Asimismo, permite realizar trabajos en zonas de difícil acceso, ya sea por razones geográficas o sociales. El desarrollo de los trabajos con drones involucra una serie de procedimientos y técnicas que se abordarán en el presente trabajo, junto con ejemplos de levantamientos exitosos realizados en proyectos mineros y de infraestructura en Perú.

Sep 20, 2019

By César Beraun, Pablo Espinoza, Luis Loaiza

En la unidad Cerro de Pasco de Empresa Administradora Cerro SAC, existen varias fuentes de aguas ácidas de diversas características, con diferentes rangos de acidez y contenidos metálicos de hierro, zinc y cobre, que parcialmente han pasado de ser un pasivo, en términos económicos y ambientales, a ser una fuente de recursos. El tratamiento convencional que se aplicaba en la planta de neutralización consistía en neutralizar la acidez protónica y precipitar los metales disueltos utilizando lechada de cal y luego separar por sedimentación los sólidos formados para obtener un efluente tratado descargado por vertimiento y disposición de lodos formados en la relavera de la unidad. El cambio de pasivo a recurso para las aguas ácidas pasó por rehabilitar un proceso abandonado, identificando y separando en el interior de la mina subterránea un flujo que por su contenido de cobre ha sido separado en un circuito independiente del existente para las otras aguas ácidas de menores contenidos metálicos. Se desarrolló una secuencia de procesos de precipitación selectiva; inicialmente para recuperar cobre se implementó a escala industrial la cementación con chatarra de hierro. A escala piloto se han concluido tanto las pruebas para separar el hierro por oxidación y precipitación selectiva en medio ácido, como aquellas por las que, a partir de la solución pobre de la precipitación del hierro, se precipita el zinc en dos alternativas: precipitación alcalina como hidróxido de zinc o precipitación en medio ácido por sulfuración. A escala industrial, la recuperación de cobre en la cementación con chatarra de hierro alcanza el 75%, y 85% de contenido de cobre fino. A escala piloto, para el hierro se espera una recuperación sobre 95%, para un producto que alcanza 39% de fierro, mientras que para el zinc, la recuperación esperada es de 93% y un contenido de 35% de Zn en el precipitado de sulfuro.

Sep 20, 2019

By Vanius Agramonte, Jesús Miranda

En la Sociedad Minera Cerro Verde (SMCV), puesto que la fragmentación del material, producto de la voladura en los frentes de trabajo, es uno de los factores que afecta la producción diaria de la operación minera, se ha optimizado el sistema de monitoreo de fragmentación de mineral SDR (Size Distribution Report, por sus siglas en inglés) para poder conseguir rápidamente los datos del material volado/fragmentado, de manera tal que la supervisión pueda tomar decisiones más prontas y efectivas para optimizar el ciclo de minado y aumentar las toneladas en la chancadora primaria (throughput). La naturaleza del sistema implementado permite que la información esté disponible para los usuarios de operaciones mina, entre los cuales los principales son voladura y operaciones de chancado.

Sep 20, 2019

By John Marsden, Mike Botz

A variety of modeling techniques can be utilized to forecast metal production at heap leaching operations. These approaches reflect a wide range of complexity, flexibility, time to implement, cost, and accuracy. For many operators, a spreadsheet-based modeling technique is attractive since the calculations are directly accessible, models can often be developed by site staff, and the results are generally easy to extract and interpret. The authors have developed a spreadsheet-based modeling technique that provides a high degree of flexibility, while still considering detailed operating information for ore properties, leach kinetics, scaleup factors, lift height, and in-heap metal inventories. The technique involves establishing kinetic leach curves for each ore type to characterize metal extractions, followed by application of separate metal recovery curves to define the rate at which leached metals exit the heap in pregnant solution, taking into account delays due to the in-heap solution inventory. At any point in time, the difference between total metal extracted and total metal recovered is equal to the in-heap inventory of the leached metal. This modeling technique is particularly useful for larger multi-lift heaps where delays in metal recovery are appreciable due to in-heap solution holdup. The technique is also applicable to sites with multiple heaps, leach cycles, and/or metal recovery plants (e.g., carbon columns for gold; solvent extraction for copper). This paper describes the modeling technique, including input data required and methods for defining kinetic leach curves and metal recovery curves. The technique is compared against an alternative spreadsheet technique using a simplified in-heap solution inventory calculation to forecast metal production, which has proven to be effective at a number of sites.

Sep 3, 2019

By Tung Vu, Michael Harrington

"The Regional Connector project is a complex subway light-rail project that runs through the heart of downtown Los Angeles, CA. The design-build contract was awarded in April 2014 to the Regional Connector Constructors (RCC), a joint venture between Skanska USA Civil West California District Inc. and Traylor Brothers Inc., and their designer team consisting of Hatch Mott McDonald (HMM) and subconsultants. The project broke ground on Sept. 30, 2014 and is expected to be completed in winter 2021-2022. The main components of the project consist of 6.4-m (21-ft) diameter twin-bored tunnels, three crosspassages, a 87-m (287-ft) long crossover SEM cavern, three new underground stations, and cut-and-cover tunnels along South Flower, Alameda and 1st Streets. The project map is shown in Fig. 1. The design and construction challenges associated with each of these main components are discussed in the following sections.Project designTunnels. The Regional Connector tunnels are located primarily within the Fernando formation consisting predominantly of extremely weak to very weak, massive, clayey siltstone. About 305 m (1,000 ft) of tunnels on the eastern end are in alluvium and mixed face of Fernando formation and alluvium. The tightest curve of the tunnel alignment is 178 m (583 ft) in radius. The tunnels were designed with a reinforced precast concrete tunnel lining (PCTL) to be used with an earth balance pressurized (EPB) tunnel boring machine. The PCTL ring is 5.5 m (18 ft-10 in.) inside diameter, 27 cm (10.5 ft) thick, 1.5 m (5 ft) long, and consists of five segments and a key. The segments were designed with 6,500 psi concrete, 80 ksi yield strength wire rebar, convex joint surfaces to enhance seismic performance, and a dosage of 1.7 lbs polypropylene microfibers per cubic yard of concrete for fire resistance. The rings are designed with a right ring and left ring pattern and a taper of 3.8 cm (1.5 ft) to allow for alignment curve negotiation. Figure 2 shows typical sections of the PCTL. The structural lining design was modeled using FLAC 3D. Four consecutive rings were modeled with 32 dowel connection. Loading considered in the lining design includes temporary ground load during excavation, long-term ground loads, seismic loads and train loads. The seismic loads on the PCTL were simulated with the racking deformation applied at vertical boundaries of the model. Due to variation of geologic condition along the tunnel alignment and different surcharge requirements, three different types of reinforcement (typical, heavy and extra heavy) were designed. The typical type PCTL was required in Fernando formation, the heavy type was required in alluvium or mixed-face condition, and the extra heavy type was required in alluvium and underneath the Japanese Village Plaza where a surcharge of 1,000 psf was required."

Sep 1, 2019

By J. Bilant, B. Carlson, N. Gow

"High-pressure grinding roll (HPGR) technology was evaluated to replace tertiary cone crushing at Coeur Rochester operations (Coeur Rochester Inc.) as an opportunity to improve silver recovery. In 2016 and 2017, onsite and third-party pilot programs were initiated to evaluate the impact on metallurgical recovery and heap leach performance of crushed product generated by an HPGR. In 2018, Forte Dynamics evaluated the HPGR laboratory metallurgical data from Coeur Rochester and all third parties to develop field-scale leach curves based on new crushing scenarios. The laboratory recovery test work data were consolidated and scaled to field conditions to determine projected heap leach performance. Based on the metallurgical testing conducted, the replacement of current tertiary cone crushers with HPGR technology has the potential to increase Coeur Rochester’s silver recovery rate by 8 percentage points, from 61 percent to 69 percent, and shorten the overall timing of silver recoveries from 20 years to just more than two years.The Rochester Mine, and associated valley fill heap leach facilities is an openpit silver and gold mine located in Pershing County, NV, approximately 42 km (26 miles) northeast of the city of Lovelock. In 2017, Rochester produced approximately 4.7 million oz silver (Ag) and 51,000 troy oz gold (Au). Ore mined at Rochester is either fed directly to the primary X-Pit crusher, crushed at an in-pit crusher system, or placed directly onto a heap leach pad as run-of-mine (ROM). Both crushing circuits are comprised of three stages of crushing to produce a nominal 3/8 in. ore. Primary crushing consists of jaw crushing while secondary and tertiary crushing are composed of varying cone crushers.Historical recovery rates of crushed Rochester ore averaged 61.4 percent Ag and 95.9 percent Au over a period of 20 years (Robinson et al., 2018). These rates were derived from third-party verification of in-house metallurgical test results, crusher production and heap leach production results from 1986 through 2004 in a private report for Rochester produced by KD Engineering Co., Inc. Recovery rates are regularly verified by compositing daily samples of ore delivered to each leach pad from the X-pit crusher, in-pit crusher and/ or ROM. A proportionate split of each sample is used to generate monthly composites for metallurgical analysis utilizing column leaching and bottle roll leaching. These tests are run in a manner analogous with production conditions and deliver test results that provide expected heap leach performance. As the Rochester oxide deposit has been mineralogically and metallurgically consistent, the gold and silver recovery trends have also been consistent over the life of the project."

Sep 1, 2019

By Tim McMahon

"A slurry is any combination of liquids and solids where solids make up more than 10 percent of the mixture. Mining operations create various types of slurries from processes such as dewatering, bitumen extraction in oil sands, concentrator plants, milling operations, tailings, lime addition and so on. The mines then transport these slurries through pipelines (Fig. 1).Slurry valves are used when the mine needs to transport ore a long distance and there are no other viable transportation methods, such as roads or railroads.Severe service valves must be used in slurry applications and they must be tested to ensure reliability. This article describes how Emerson designs and tests its Fisher valves for use in mining slurry applications.Slurry pipeline valvesWithin a slurry pipeline system, valves are required as part of the pumping stations, choking stations and isolation stations. There may be multiple pumping stations depending on the length of the pipeline or the terrain it crosses. Choking stations are used to reduce the velocity and the pressure in the pipeline, either before a pumping station or at the end of the pipeline, and to ensure the pipeline does not slack (remains full and pressurized). Isolation stations exist so that a pig (a device sent through a pipeline to clean or inspect the pipe) can be inserted or removed from the pipeline.Typical valves used in a slurry pipeline are severe service ball valves. The valves use floating balls that are held between the seats and are not pinned or permanently attached to the shaft that rotates the ball. The inside diameter of the ball typically matches the pipeline inside diameter, enabling the pipeline to be cleaned or inspected with a pig.They can be built to accommodate the high pressures required for the typical slurry pipeline. These pressures can require up to ASME Class 2500 valves and flanges. The valves can get qlarge, up to NPS 36 inches.Specialized segmented ball valves and slurry knife gate valves are also used in some slurry applications when pressures are lower, in the ASME Class 150-300 range."

Sep 1, 2019

By B. Boutilier, R. Mendoza

"First Majestic Silver Corp. (FMS) is a silver mining company founded in 2002 that operates exclusively in Mexico. It has six producing silver mines, one of which is the La Encantada silver mine (La Encantada) located in the state Coahuila. La Encantada is located near the southern United States border and 708 km (440 miles) north of the city Torreon.La Encantada is located in the Sierra Madre Oriental and is a high-temperature carbonate replacement deposit. Mineralization in La Encantada occurs in many different forms such as veins, chimneys, breccia pipes and reefs (mantos). Mineralization is mainly oxides of iron, zinc, lead and manganese, with high concentrations of sulfides at depth relating to two main intrusive events: the Milagros Intrusive and the La Prieta Skarn.Mining began in La Encantada during the 1950s with small vertical shafts, drifts and raises. It focuses on the high-grade silver zones using traditional hoists and extraction methods, before branching into two main separate mining camps: El Plomo and Penoles camp. Penoles, the previous owner, focused mainly on large ore bodies using post pillar cut-and-fill mining method to extract the higher-grade material. Due to the type of ground, irregularity of pillars, and rock conditions, large amounts of high-grade pillars had to be left in situ to ensure the stability of the excavations. The mined-out areas would then be filled with lower-grade material to assist in the stability of the secondary level. These room-and-pillar development entries were 2.5 m x 2.5 m (8.2 ft x 8.2 ft) and spaced every 10 m (32 ft), leaving a vertical pillar of 7.5 m (25 ft). First Majestic acquired La Encantada in 2006. After the acquisition of the mine, the company began the conversion of the surveying reference system from a local grid (Maria Isabel Shaft as 0,0) to the Nav27 coordinate system, and subsequently converted to the WGS84 coordinate system in 2015. Due to the extensive history of the mine, different areas were surveyed with different systems, causing significant challenges when designing the principal extraction levels, pillar heights and ramp locations. To overcome this difficulty, the entire mine was resurveyed and the old workings transposed to the new coordinate system, except for some inaccessible areas due to poor ground conditions or ground collapses. To further ensure pillar height and the safety of the mine workers, probe holes were drilled during the development process."

Sep 1, 2019

By Phil Rice, Mohammed Nasim, Richard Flanagan

"The Gateway Trans-Hudson Partnership (GTHP), a joint venture of WSP USA, Inc., AECOM USA, Inc, and STV Incorporated, is providing preliminary engineering services to Amtrak for the Hudson Tunnel project as well as supporting the NEPA process for getting the record of decision (ROD). This preliminary engineering design effort by GTHP includes geotechnical exploration and laboratory testing, design of structures, tunnel contract packaging and procurement planning.The Hudson Tunnel Project includes the construction of a new Hudson River Tunnel system and rehabilitation of the existing North River Tunnel. The new tunnel system will be constructed south of the existing North River Tunnel, from North Bergen under the Palisades to Hoboken in New Jersey, below the Hudson River, and connecting directly to Penn Station in New York (Fig. 1). The tunnel system is configured as two single-track tubes, intermediate ventilation shafts and cross passages in compliance with NFPA- 130 requirements. The adjacent surface alignment west of the Palisades will be constructed on viaducts, embankment and retained fills. The existing North River Tunnel (Fig. 2) consists of two single-track, electrified rail tunnels extending from tunnel portals in North Bergen, New Jersey to Penn Station in New York. Completed in 1910 by the Pennsylvania Railroad, the tunnel opened at the same time as Penn Station and the four, single-track, East River tunnels that connect Penn Station to Queens and onto Long Island and New England, respectively. Both tunnels in the existing North River Tunnel were inundated with brackish river water during Superstorm Sandy (Fig. 3), resulting in the cancellation of all Amtrak and NJ Transit service into New York City for five days. After the brackish water was removed from the tunnels, the residual chlorides and sulfates have had on-going detrimental impacts on the interior concrete and rail systems."

Sep 1, 2019

By Gleason

"From June 16 to 19, more than 1,400 tunneling and underground construction professionals gathered in Chicago, IL for the bienial Rapid Excavation and Tunneling Conference (RETC). There, they were greeted by a full technical program and an exciting exhibit hall that provided a comprehensive look at the world’s bustling tunneling and underground construction industry.The successful conference was a reflection of the industry itself, which is to say, busy. As much of the world has begun to focus on creating a cleaner and greener environment, the global tunneling industry has seen an uptick in infrastructure projects move from design-build to construction phase. With a global shift away from the use of fossil fuels, major cities around the world are looking to increase public transportation options, which leads to the need for more transportation tunnels. And as urban populations continue to grow, the need for clean water calls for more tunnels, and as urban footprints continue to expand, the need to increase and update combined sewage overflow tunnel grows with them.During two and a half days, more than 20 sessions covering all of these topics were presented at the Hyatt Regency in Chicago, many to packed rooms in which every seat was taken and people were standing along the side and back walls.RETC is a biennial conference and one of the largest in the North America for the tunneling and underground construction industries. As such, it hosts a robust exhibit floor. This year 172 vendors occupied 205 booth spaces. The exhibit included everything from tunnel boring machine manufacturers, like Robbins and Herrenknecht, to the companies that supply all kinds of parts and services to the industry."

Sep 1, 2019

By Wilder Sánchez

Yanacocha —mina donde por primera vez se desarrolló el uso de la tecnología de membranas (ósmosis inversa) para el tratamiento de efluentes mineros— se constituye en el marco de este estudio sobre tecnologías para tratamiento del agua, en el que se muestra la evolución asociada al proceso de separación sólido/líquido de ultrafiltración y tratamiento de cianuro por el proceso de SO2/aire; y se aborda también la importancia de implementar raincoats y de organizar un proceso de cosecha de agua a través de sistemas de almacenamiento, como reservorios y diques, para asegurar una descarga permanente. Adicionalmente, el estudio observa que los volúmenes de tratamiento y los costos asociados a los permisos de descarga se han visto reducidos porque existe un 100% de recirculación del recurso y todas las tecnologías implementadas están alineadas con los actuales Estándares de Calidad Ambiental (ECA).

Aug 31, 2019

By Ronald Mamani, Russel Allidren, Diego Llanchipa

Esta investigación tuvo como objetivo evaluar la eficiencia del Sistema Tohá —conocido como Lombrifiltro o Biofiltro Dinámico y Aeróbico— para el mejoramiento de la calidad de aguas residuales domésticas. Para evaluar los parámetros DBO5 y DQO se tomaron como puntos de referencia aspectos biológicos del agua a tratar, que pasó a través de un biofiltro compuesto de 4 estratos (aserrín, grava, arena y carbón), el primero de los cuales incluyó lombrices rojas (Eissenia Foetida). Antes y después de realizar el filtrado se realizaron análisis de laboratorio. Como resultado respecto de remoción de contaminantes, se obtuvieron cifras que implicaban reducciones superiores al 50%.

Aug 31, 2019