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By Eugene R. Rice

There are many methods for determining the meridian, but all of those in common use involve at least two separate observations, one for latitude and one for azimuth. Such observations made upon a south star at any hour are open to the objection of possible inaccuracy due to ignorance of the absolute refraction, and also to slow change in the altitude of the star when near the meridian. The method of observing a circum-polar star at elongation. besides requiring a separate observation for latitude, is open to the serious objection that clouds may obscure the star at the critical moment. Moreover, a tedious wait for the star to come to elongation is sometimes necessary. Many of us can recall 'long, cold, weary vigils, waiting for Polaris to reach elongation. For observing a circumpolar star at any hour, not only the latitude, but also the true time, must be known. This it is practically impossible to obtain, except in regions reached by the telegraph, and usually then one has to know the longitude also, in order to reduce " standard time" to " local time." The results obtained by this method, when the star is at culmination, are not very good, unless the true local time is absolutely known. The methods of obtaining the nleridian from the sun, by means of a solar attachment, or by direct observation, while good, are not absolute, by reason of refraction, change in declination of the sun, and small change in vertical angle, when the sun is near the meridian. For these two methods, latitude, time, and approximate longitude have to be known. In the method here described, only one observation is needed, and from it are computed azimuth, latitude, aud sidereal time. In other words, one call observe a circumpolar star—Polaris

Jan 1, 1911

By Sandra Villacorta

"El presente trabajo describe los aspectos geoambientales de la cuenca del río Huaura, ubicada al norte de la región de Lima con el fin de establecer una línea de base geoambiental. Dicha cuenca destaca por la actividad agroindustrial, la minería representada por minas como Raura y Ucchucchaucua, la presencia de áreas geoturísticas como los baños termo-medicinales de Churín y los centros poblados como Huacho, Huaura y Oyón. La caracterización geodinámica y el análisis de susceptibilidad a movimientos en masa e inundaciones, han permitido establecer que las zonas más susceptibles a estos procesos se encuentran en los distritos de: Sayán, Naván, Andajes, Pachangara, Oyón, Maray, Santa Leonor, Caujul, Huaura, Huacho, Leoncio Prado e Ihuarí. En este sentido, el estudio geambiental señala que la zona más impactada está ubicada en Caujul (alrededores de la mina abandonada Santa Rita) y que se debe monitorear los siguientes sectores: Uchucchacua, Churín e Iscaycruz en Oyón; y Vilcahuara, Sayán, Huamboy Grande, Chiuchín y Huacho, en Huaura; donde en algunos casos se ha superado los límites permisibles para aguas y sedimentos de normativas internacionales, e igualmente se ha registrado disposición de residuos sólidos a la intemperie, salitrización de los suelos por uso de insecticidas en actividades agrícolas, vertimiento de gases tóxicos de las actividades agroindustriales y disposición inadecuado de desmontes de construcción o de mina."

Sep 14, 2009

By Larry Schneider

I n the simplest application of a shock tube initiation system, the tubing acts as a “relay line” which passes a detonation signal from borehole to borehole. When the signal arrives at each borehole, it causes the detonator attached to it to fire. Such a single path constitutes a progressive series where each unit must function properly in order to activate the following units. Any application error, malfunction, or mistake in connecting any surface unit will stop the progression of the detonation signal through the system and result in a “cutoff” or misfire of the following charges.

Jan 1, 1995

By K. Goshtasbi

In this paper a genetic algorithm is used in a heavily jointed rock mass in order to investigate the critical circular slip surface and modification of slope surface. This method was applied to the southern wall of the 6th Golbini Jajarm bauxite mine. The mine is the largest bauxite deposit in Iran, located to the northeast of the town of Jajarm in the Khorasan province. Estimated reserve of bauxite in this deposit is about 160 million tonnes. Field and laboratory investigations were conducted in order to determine rock mass behaviour. A genetic algorithm code that uses the Simplified Bishop method as an objective function was developed for findingt he safety factor of circular slip surfaces. Sensitivity analysis was applied to determine the optimum values of the genetic algorithm variables, such as population size, selection method, crossover and mutation rates. After finding the critical circular slip surface, slope modification is carried out by removing unstable sections from marked critical slip surfaces, and this process is repeated until the last unsafe section is removed. Based on this code, modification occurred during 7 steps, by reaching a safety factor of 1.3 in the last step. Finally, the modified slope angle of the southern wall of the 6th Golbini Jajarm bauxite mine was determined to be 48.44 degrees. Keywords: Genetic algorithm, slope modification, circular slips surface, 6th Golbini Jajarm bauxite mine .

Jan 1, 2008

By J. N. Van der Merwe

"A major shortcoming of the statistical back-analysis of coal pillar strength is that it relies on the asmined pillar dimensions, not taking into account time-related pillar scaling with subsequent reduction in pillar width. The paper describes an investigation where the rate of pillar scaling was applied to the pillars in the databases of failed and unfailed pillars. The reduced pillar sizes were then used in the same method of statistical back-analysis that had been used in the past.This resulted in an equation for pillar strength which predicts significantly greater pillar strength than the previous statistical analyses, which is similar to the strength which had been found earlier by direct testing of large specimens underground. It is concluded that the lower strengths found by previous statistical analyses are due to the incorrect pillar width being used and that by adjusting the pillar sizes to compensate for scaling, more credible results that correspond to direct testing are obtained.As the newly derived strength equation is time-dependent, it follows that the safety factors and probabilities of failure are likewise time-dependant. An equation to determine the probability of failure is also developed. This results in the safety factor being close to unity at a probability of failure of 50%, which is aligned to statistical expectation. IntroductionSince the Coalbrook mine disaster, caused by massive pillar collapse, there have been several attempts at analysing and defining the strength of coal pillars. It was realized in the very beginning that performing classical strength tests on coal specimens in a laboratory and then transferring those results to real coal pillars could not be successful. The scatter of results is one problem and, more seriously, there is a size effect (at least for small specimens) that made the transformation of strength results to much larger coal pillars underground all but impossible.Two main schools of thought then emerged. Some researchers preferred to perform direct strength tests on large specimens underground, while others relied on statistical back-analysis of failed and unfailed pillar cases, attempting to determine the differences in size and shape that would allow a satisfactory prediction of failure. The latter school of thought resulted in the method that was widely accepted by the South African coal mining industry, described in the landmark publication by Salamon and Munro (1967)."

Jul 1, 2019

By C Li, D O’Dea, R Moreno-Atanasio, T Honeyands

The behaviour of iron ore granules in the feeding process of sintering is significantly influenced by the material properties of the granulated mix. Therefore, the measurement of key material properties of the iron ore granulated mix is indispensable prior to the simulation of the sintering process based on the discrete element method (DEM). In this paper, three key property parameters of the iron ore granulated mix, apparent density, elastic modulus and rolling friction coefficient, were measured in laboratory-scale experiments. For different sintering processes, the moisture content of the granulated mix normally varies according to the specific requirements for granule size distribution and operating conditions. Therefore, understanding the effect of moisture content on the property parameters of iron ore granules is very helpful in accurately determining the property parameters for DEM simulation work. In this paper, six groups of iron ore granule samples with six levels of moisture contents were prepared through granulation and the trends in apparent density, elastic modulus and rolling friction coefficient with the increase of moisture content were plotted and analysed based on the measurement results. The results show that as moisture increases from 6.9 per cent to 9.1 per cent, the apparent density decreases from about 3000 to 2800 kg/m3. With moisture increasing within the same range, the elastic modulus first decreases from over 200 MPa to below 100 MPa and then reaches a relative constant value of about 40 MPa at higher moisture contents. Rolling friction coefficients are measured using two methods with both indicating a similar trend, with the rolling friction coefficient first decreasing and then rising as moisture increases from 6.9 per cent to 9.1 per cent. The relationship between µr and µ’r is assumed to be similar to that between static and dynamic friction coefficients.CITATION:Li, C, Moreno-Atanasio, R, O’Dea, D and Honeyands, T, 2017. Variation in property parameters of iron ore granulated mix with moisture content, in Proceedings Iron Ore 2017, pp 79–84 (The Australasian Institute of Mining and Metallurgy: Melbourne).

Jul 24, 2017

By Joaquín Schwalb

El presente texto describe la historia y antecendentes de los fosfatos en Sechura. La existencia de potasio, fosfatos y del nitrógeno obtenible del gas representan la disponibilidad de los tres principales nutrientes agrícolas de Sechura que permiten la producción de fertilizantes de aplicación a todo tipo de suelo o cultivo, de forma que no requieren de un tratamiento previo.

Sep 1, 1985

By Paul Mulcey

El presente texto señala los usos de la antracita en la industria del cemento, refinerías de azúcar, fábricas de vidrio, fundiciones y las aplicaciones inyectadas (gas de síntesis, plantas de energía, planta de laminación en Chimbote y los estudios en combustiones y aplicaciones. La formación de estos yacimiento se debe a que la mayor parte de la oxidación parcial ele s ulfurn dr\ hidl'ógeno de origen Yolcánico,con la PXCPpc ión dt> los yarimienfos ele Pinra y Ba~·oyar Pll que apar·pnf.Pme nlc Sf' nncnc•nt ra como producto r es idual dPI ¡wlrólPo.

Jul 1, 1956

By H. McSorley

"I note that many of you are involved in the production of zinc, lead and copper concentrates and metal, which I am the most familiar with among the non-ferrous metals. This afternoon, I will describe briefly the responsibilities of a commercial manager within a mining/metallurgical company, the basic framework of a non-ferrous metals concentrate agreement and lastly, a brief discussion of the copper, zinc and lead concentrate and metal markets.I hope this talk will contribute to a better understanding of the business between all of us and look forward to a discussion after the presentation.First of all, I work for Noranda Sales, which is the marketing and sales agent for Noranda Minerals' three operating units: Noranda Copper, Noranda Zinc and Mining Corporation. In addition, Noranda Sales acts for other mining companies in the marketing of their raw materials and metals. Noranda Sales is responsible for procuring all raw materials for Noranda's metallurgical plants, such as the Copper Group's Forne and Gaspe smelters, as well as the sale of surplus concentrates and by-products and metal products. In addition, Noranda Sales trades metals and concentrates and owns a metal brokerage business, Rudolf Wolff, a founding member of the London Metal Exchange. It does $3 billion of business in 60 countries, exporting some 80% of Noranda Minerals' output to the world.What are the responsibilities of commercial management in resource marketing to the mine and metal producers?Resource marketing and commercial administration involves assistance in establishing exploration priorities, contributing to feasibility studies, pre-production planning, product promotion and realization of income for many properties and metallurgical plants through completion of supply and sale agreements with other companie"

Jan 1, 1988

By Roger S. Jackson

"This study interprets vibrations produced by single underground shots, recorded on surface by 135 digital seismographs laid out in four linear arrays. Several vibration anomalies were observed and are investigated. A novel method of displaying the blast-induced vibration iso-contour data relative to the three-dimensional representations of the geological rock units and structures leads to the following interpretations:• The identified faults commonly dampen or amplify vibrations, on the evidence of the peak particle velocity,• Strong anisotropy of geologic formations produces different vibration attenuation in the various directions of interest,• Low-vibration “depressions” can be related to the presence of faults, and• Higher vibration levels than expected based on ‘scaled-distance’ principles are observed close to intersecting faults.The interpretations from this study document a better understanding of the geotechnical influences on blast induced stress wave propagation in a geologically complex area. The practical benefit of this understanding is better control of surface vibrations, experienced from underground mining activities."

Jan 1, 2010

By Luis M. Tejada C.

La mina Tintaya es un yacimiento skarn de cobre, que por su disarmonía litológica, complejidad estructural y fuerte tectonísmo acontecido, origina diferentes tipos de inestabilidades en los tajos operativos, constituyendo un cierto grado de vulnerabilidad a la seguridad por los fenómenos conocidos como caída de rocas y deslizamientos. En ese sentido, el presente texto señala las curvas del desarrollo de la ruptura en los taludes altos de Tintaya en sus fases progresiva y regresiva, así como una metodología geotécnica que defina el grado de riesgo en taludes inestables para adoptar controles de mitigación de los mismos. A ello, se instalaron redes de instrumentación de campo; conformados por extensómetros electrónicos y prismas asociados al sistema de monitoreo robotizado, ambos en tiempo real.

Sep 14, 2009

By André Vien, Pedro Gonzalez, Julio Palomino, Rob Perry

"In many mineral processing plants ore is reclaimed from a stockpile using multiple feeders. The discharge from these feeders is combined onto a single conveyor from which total tonnage is measured. Typically, operators set feeder output ratios to adjust the proportion of total tonnage drawn from each feeder. From a process control perspective, this system is not easy to control because the response time of each feeder depends on the distance from the feeder to the weightometer. This paper proposes a simple and elegant process control strategy to manage feeder ratio changes and the associated long and varying process dead-times. Changes in feeder speed are delayed and filtered to compensate for transport delays between feeders. The strategy was evaluated by simulation and installed on a mill feed system.ResumenEn numerosas plantas procesadoras de minerales, el mineral es extraido desde una pila de almacenamiento usando varios alimentadores. La descarga de estos alimentadores es recibida por zinica correa transportadora, en la cual se mide el tonelaje total. Comzinmente, los operadores colocan un valor determinado en cada controlador de razdn para ajustar la proporcidn del tonelaje total extraido por los alimentadores. Desde el punto de vista del control automatic0 de procesos, este sistema es dijkil de manejar debido a que el tiempo de respuesta de cada alimentador depende de la distancia de este respecto a la ubicacidn del pesdmetro. Este trabajo, propone una estrategia de control, simple y elegante, para compensar los cambios de razdn a cada alimentador y los tiempos muertos del proceso largos y variables. Los cambios en la velocidad de los alimentadores son retardadas y filtradas para compensar los retardos del transporte entre alimentadores. La estrategia fue evaluada por simulacidn, instalada y probada en un sistema de alimentacidn a molino."

Jan 1, 2000

By Nelly Carmen Rivera Oliva

El presente texto describe el sistema de catastros de pasivos ambientales, el cual permite recopilar la información de acuerdo a criterios técnicos, a través de los datos más relevantes de las unidades mineras inactivas y de su entorno. Su diseño está basado en la toma de datos mediante dos planillas digitales denominadas: la ficha de identificación y caracterización de pasivos ambientales mineros que incluye el registro de la información del medio físico, biológicos, social y la ficha de identificación y caracterización de componentes mineros abandonados para el registro de datos específicos de caracterización de los aspectos físicos de la operación minera, los que se subdividen en cinco categorías definidas como: labores mineras, residuos mineros, residuos no mineros, edificaciones e infraestructura, y sustancias químicas. Ambas fichas registran el ingreso de información de aspectos jurídicos, físicos, ambientales para una adecuada caracterización. Finalmente, la recopilación se realiza en tres etapas: precampo, campo y postcampo o gabinete por medio del registro a través de diversos controles de introducción de datos.

Jul 1, 2014

Discussion of the paper of Robert H. Richards, presented at the Butte meeting, August, 1913, and printed in Bulletin No. 81, September, 1913, pp. 2299 to 2303. C. D. DEMOND, Anaconda, Mont. (communication to the Secretary*) :-Any one who has observed the increased efficiency of the Wilfley tables in a mill when fed from a reasonably good hydraulic classifier, as compared with tables fed from a spitzkasten., which is a very poor classifier, will agree to the advantage of ? better classification." It must be gratifying to Dr. Richards to know that, directly or indirectly, maim mill men are responding to his persistent advocacy of correct principles of ore dressing and are accepting the results of his investigations. As he says, these principles mean much for both the conservation of resources and the profit of operators. When Dr. Richards gives us accurate figures as to the maximum size of free mineral grains in the tailings of the Wilfley table and of the vanner, they will be of a good deal of practical value in delimiting the proper fields for the Wilfley, the vanner, and the round table. He has coined the terms ? free settling" and "hindered settling."' The series may be completed by adding "crowded settling," the main principle of action on both the vanner and the Wilfley table, which is the principle of separation in a mass of grains crowded as closely together as they can be and yet continue free to move between one another; and the occurrence of larger mineral particles in the Wilfley tailing than in that from the vanner is apparently caused by the more violent agitation, due chiefly to the purposely sudden reversal of the stroke. It seems likely that the agitation caused by the wash water dropping directly upon the concentrate on the vanner is more harmful than that due to the shake. For the very finest material that can be concentrated by usual methods, the round table is superior to the vanner because it does not, have even, the gentle agitation of the latter. The action on round tables is, not crowded settling," but "film sizing," 2 but agitation is harmful in the latter action. George Gates proved this harm 20 years ago : in slaking the first successful large-scale application of canvas tables in California gold mills he abandoned all shaking motion, although he had patented canvas tables to which such motion was applied.

Jan 11, 1913

By Leonardo Bravo, Leonardo Almeyda

En este artículo presentamos el caso de la unidad minera Cerro Lindo, en dónde se desarrolló e implementó una estrategia de control difusa que utilizó información sincrónica captada por sensores inteligentes y sensores virtuales para optimizar el proceso de molienda. La estrategia de control difusa se subdividió en dos etapas: (i) control de tonelaje de alimentación al molino y (ii) control de agua que ingresa al molino. Para regular la cantidad de mineral alimentado al molino de bolas se utilizaron las variables: (i) granulometría F80 del alimento medido de forma sincrónica y (ii) amperajes de las bombas de descarga. Una vez obtenido el tonelaje de alimentación, la lógica difusa calcula la cantidad de agua que debe dosificarse.

Sep 29, 2023

By Rayane Sonda Cassel Bielefeldt

As TRC (tensões residuais compressivas) induzidas por shot-peening (SP) podem ser relaxadas e redistribuídas sob cargas cíclicas mecânicas, térmicas e termomecânicas. O objetivo desta pesquisa é avaliar a redução da TRC por SP através da difração de raios-X fast in-situ (DRXin-situ) na superfície do aço SAE 4140 durante tempo (t) de patamar de t [s] = 54000 em três diferentes temperaturas (T) de T [K] = 423,16; 523,16 e 623,16. É investigada a relaxação de TRC por cargas térmicas, mantendo as amostras, previamente tratadas por SP, em um forno com diferentes temperaturas de patamar, enquanto são medidos os valores de TR ao longo do t. Foi construída uma câmara de vácuo acoplada a um difratômetro de raios-X. Obteve-se 100 % cobertura por SP, as TRC aliviaram com o aumento da temperatura de patamar e o tempo. A maior variação de TRC ocorreu nos primeiros minutos de ensaio, no restante do tempo a TR permaneceu constante. A macrodureza superficial e FWHM das amostras diminuíram com o aumento da temperatura de patamar ao longo do tempo. A macrodureza superficial das amostras e FWHM são maiores após o tratamento de SP, antes do aquecimento. O FWHM reduziu ao longo do tempo com mesmo comportamento da queda da TRC, correspondente e proporcional à redução da TRC. A energia de ativação do processo, calculado pela função Zener-Wert-Avrami não foi coerente com a autodifusão do Fe-a. Logo, é recomendada a repetição para verificar o resultado. Com base nos dados obtidos, se pode concluir que esta pesquisa possui relevância industrial.

Oct 30, 2017

By Jorge Olivari Ortega

El presente texto describe la relación de la expansión territorial del inca Cápac Yupanqui, último gobernante del Hurinsuyo con la explotación de los placeres auríferos en la zona de Huayllaripa (Apurímac). El gobierno del inca Cápac Yupanqui se caracterizó por el interés de la producción minera -en tanto estos minerales servían para ennoblecer el Coricancha, adoratorio construido especialmente para venerar al sol, dios tutelar de los incas. De otro lado, los mitimaes eran los migrantes que trabajaban la mina de oro a través del proceso de exploración, preparación y finalmente, de derribo del material aurífero. Para ello emplearon el método minero cochazo el cual consiste en almacenar grandes cantidades de agua (cocha) y precipitarla violentamente (lloclla), causando un fuerte derrumbe del material aurífero, que se depositará por gravedad en los canales de captación de las partículas de oro (toclla). Los placeres auríferos son la acumulación de fragmentos de piedras, arena, arcilla y de partículas de oro que provienen de la desintegración de vetas y mantos auríferos, y que por diversos agentes naturales como agua, nieve, viento y otros, han sido transportados, reunidos y concentrados en diferentes lugares.

Nov 1, 2015

By Thomas M. Gurtowski

This paper presents a summary of allowable bearing pressures and skin friction values that have been used to design drilled pier foundations for support of high-rise structures in downtown Seattle, Washington. These design parameters are based upon a review of geotechnical reports and records of more than 20 building projects. The following pages present a description of the soils encountered at these sites including foundation bearings soils, and design bearing and friction values. The accumulated data is summarized in Table 1, and the locations of the buildings are shown in Figure 1. A detailed description of the construction of two belled drilled piers are presented illustrating typical methods and procedures used in downtown Seattle. The two cases are from the Washington State Convention and Trade Center (WSC&TC). SEATTLE AREA SOILS The Puget Sound area was subjected to several major glaciations during the Pleistocene Epoch. Glacial ice originated in the cordilleran and coastal mountains and the Vancouver Range of British Columbia. The maximum southward advance of ice reached the area about halfway between Olympia and Centralia. As a result of these glaciations, the Puget Lowland was filled to significant depths by glacial and non-glacial sediments during the Pleistocene.

Jan 1, 1990

By Michael E. Zellars

The distribution of phosphate in Pliocene-Miocene deposits of the Southeastern United States was controlled by the prevailing geologic setting. For each basin a unique set of conditions in terms of relationship of land mass to shelf, depositional environment and seawater composition, and movement controlled phosphate distribution. Concentration sufficient to recognize the deposits as a resource occurred in lagoons or shallow neritic zones, with clastics and carbonates diluting the section basinward. Each deposit within a basin displays similar metallurgy and lithology, notwithstanding post-depositional alteration.

Jan 1, 1978

By Peter Faust, Jeremy Zorne, Timothy Siegel, Diane Fiorelli

Professional sport venue construction follows a very simple rule. Once the decision has been made to move the team to a new place, construction shall begin immediately, so that not more than one or two seasons pass by stuck in the old home. Such tight construction schedules require a different approach than traditional design-bid-build contracts. Design is mostly done on the fly, the construction schedule becomes a main risk factor and an early contractor involvement is desired. As specialty contractors become more and more sophisticated, owners, their construction managers or the general contractor have realized the value of ideas and modern technology they can bring to the table for a successful and fast project completion. Local knowledge and experience in a variety of solutions play a key role in the specialty contractor’s ability to provide added value to the project. This is also true for the specialty foundation contractor, who needs to understand the complexity of such modern structures from its integrate foundation, over the delicate concrete structure to a potentially fancy movable stadium roof. Not to mention all the modern high tech equipment which shall make such a place a great customer experience. His expertise shall enable him to propose the most suitable foundation element for the given ground condition and application. Rather to build what others have designed, his strength is to propose alternate concepts which will be faster and (hopefully) more cost effective. This paper highlights different value engineering (VE) input a specialty foundation contractor had on 3 major sports arena projects in California. Together with the entire team from owner to GC, including the Geotechnical (GEOR) and the Structural Engineer of Record (SEOR), the most efficient and best performing foundation solution can be found every time. But such an approach also requires the open mind of the owner to entertain last minute changes when the permit drawing set has already been submitted for approval.

Jan 1, 2018