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By Christopher Andreae

Years before iron and steel works were established at Sydney, several thriving although short-lived iron works operated in Nova Scotia. These furnaces reflected the general nineteenth-century North American experience with iron works. At the beginning of the century, small furnaces struggled to supply local needs. Charcoal was the principal fuel and water powered most furnace equipment. By the end of the century, a few huge primary iron and steel works dominated production for Nova Scotia and the rest of Canada. Two sites achieved prominence in the nineteenthcentury Nova Scotia iron industry: Londonderry and Ferrona (Fig. 1). Londonderry, the larger and longerlasting of the two sites, is today a small village on the south flank of the Cobequid Mountains, about 30 km west of Truro. Prior to the establishment of an iron works in 1849, no community existed. At the peak of operation in the 1880s, however, over 2600 people were located there. The second site, Ferrona, today is a mere crossroads on the map, about 10 km south of New Glasgow. Following the construction of a blast furnace there in 1892, a small village grew up around the furnace. But once the furnace was blown out in 1904, the population gradually drifted away.

Jan 1, 1999

By Joseph T. Coe, Siavash Mahvelati, Philip Asabere

Characterization of existing foundations remains an important issue as foundation reuse and rehabilitation continue to garner increased attention. In the case of unknown foundations, geophysical and nondestructive testing (NDT) methods have been utilized in the past to evaluate foundation geometry and could serve as useful tools in the case of foundation reuse. A comprehensive study was initiated in the late 1990’s and early 2000’s that evaluated the effectiveness of the available geophysical and NDT technologies to characterize unknown foundations for scour evaluation purposes. At the time of that study, the Multichannel Analysis of Surface Waves (MASW) geophysical method was in its infancy and not widely used. Since then, MASW has become increasingly prevalent in geotechnical applications as the method presents a number of potential advantages when characterizing the subsurface, including rapid testing, increased signal to noise ratio, and ability to resolve velocity inversions. This paper presents a case study that explores the abilities of MASW as an unknown foundation characterization tool. MASW was applied to determine subsurface stiffness at a bridge foundation site in the Philadelphia metropolitan area. One MASW survey line was performed immediately over the foundation of interest and another was performed over a control zone adjacent to the foundation to establish a baseline site profile. The purpose of this testing was to examine whether MASW could establish the geometry of the foundation at this site. This paper presents the site conditions and MASW testing procedures, followed by a discussion of data analysis and interpretation.

Jan 1, 2016

By E. Farrokh

CSM and NTNU models are among the most commonly used models in TBM performance evaluation. Due to increasing application of TBM in different tunneling conditions, modification became necessary for these models. Sensitivity analyses on these two models indicate that both models are very sensitive to machine characteristics. Analyses performed on CSM database for cutter load and penetration rate prediction indicate while the r-square of the CSM model is reasonably high for the predicted cutterload, the r-square value for the penetration is low. In order to increase prediction capability of CSM model for penetration rate the model was reevaluated using non-dimensional analysis and the original database of Colorado school of mines. NTNU model is evaluated using Monte Carlo simulation and regression analysis. The results of analyses indicate that the majority of the variation of the penetration in NTNU model can be explained by only three parameters. This might indicate that the effects of other factors are overshadowed and it is worthy to reevaluate NTNU model using original database and more updated statistical methods to avoid overlapping of different parameters correlations.

Feb 23, 2014

By P. N. Calder, D. B. Apel, S. D. Butt

Mine-wide (MW) microseismic systems use widely spaced transducers to determine the source location and parameters of stronger microseismic events, while high frequency (HF) systems use fewer transducers to monitor local areas for the weaker events that can precede stronger events. Previous monitoring at the Creighton Mine indicated that an HF transducer located 120 m away from an active stope recorded two types of activity in response to production blasting: the first occurring at the same time as the production blasts and associated with the passage of the direct seismic waves from the blast through the local area, and the second occurring several hours later and associated with the arrival of a slower moving stress change through the rock mass (which was identified by the mine’s MW system). Interpretations of locally increased stress levels, based on analysis of the recorded HF events, correlated with the nearby occurrence of two strong seismic events. These results were applied to a similar monitoring trail at the Kidd Creek Mine where the transient stress changes induced by several development blasts were monitored. It was observed that increases in HF activity corresponded with the occurrence of MW events near the transducer location, and that fewer HF events were recorded the longer this occurred after the blast. Local geological features appeared to influence the number and occurrence of both HF and MW events.

Jan 1, 2000

Real-time data collection and plant historians are becoming common place in mining and processing plants. This vast quantity of data must be turned into easily accessible and actionable information for all levels of the organisation.Queensland Nickel use a combination of Microsoft and SAP business intelligence tools to collect, cleanse, aggregate and present plant information to the appropriate people for supporting decision making in the business. SAP Business Objects, for visualisation, and SAP MII, for integration, allows complex and accurate metrics to be delivered as real-time dashboards. Designing a rigid data management architecture to segregate the data collection, integration and logic and visualisation into distinct logical layers, allows for rapid report development and greatly assists with IT maintenance, while also minimising the complexity of any customised programming. This type of architecture ensures a common data source for all business reports, ensuring one version of the truth. The past few years at Queensland Nickel have seen process and maintenance engineers spending considerably less time collecting and integrating data and spending more time analysing what is happening in the plant. Real-time reports and dashboards have been developed around the business needs rather than around the data. Two years ago Queensland Nickel introduced an employee bonus scheme based upon meeting monthly performance targets; an easy to use dashboard that allows everyone, from operators through to management, to monitor these metrics day-to-day.

Sep 26, 2011

By Nikhil Dhawan, Shrey Agrawal

India’s most extensive renewable energy expansion program targets 280 GW of solar energy by 2030. Due to the massive generation of photovoltaic waste (expected 34,600 T by 2030), stringent recycling effort to recover metal resources from endof- life PVs is required for resource recovery, circular economy, and subsequent reduction in the environmental impact. The present study investigates the recycling potential of end-of-life silicon solar modules. The feed characterization reveals that most of the values in PV modules are concentrated in the frame (pure Al), Si wafer (72–84% Si, 9–12% Al, and 0.13–0.71% Ag), and electrical connections (Cu wire coated with Sn). The Si and Ag values in the feed were beneficiated using water fluidization, and concentrate with 90% Si and 2% Ag was attained in the underflow concentrate. Ag values were recovered in the form of AgCl by leaching in nitric acid and precipitation. After the purification step, the residue containing 99% Si can be further utilized to fabricate Si wafer and Al-Si alloy. The preliminary cost estimations suggest that the proposed process is economically viable for the recycling of solar panels with the maximum value generated from the AgCl precipitate followed by Al panels and Si wafers.

Nov 14, 2022

By Lawson P. Entwistle

SUMMARY ONE of the important reserves of manganiferous iron ore is at Boston Hill, near Silver City, New Mexico. The area consists of a faulted block of gently dipping Lower Paleozoic shale, dolomite, limestone and sandstone, which have been intruded by a roughly circular mass of quartz-bearing monzonite porphyry and subordinate dikes. From a noselike protuberance of the intrusion radiate many premineral faults, which have localized much of the hypogene mineralization. Three important stages of hypogene mineralization can be recognized: (1) mesitite, a manganiferous iron magnesite, (2) quartz sulphides, and (3) barite-galena. The carbonate stage is widespread but stronger near the intrusion. The quartz may have been derived from hydrothermal alteration of the igneous rocks. Barite-galena is most important in the Chloride Flat mining district, about one mile north, where argentiferous galena provided silver for the supergene ore. The hypogene carbonate, lean in iron and manganese, has been oxidized and consequently enriched by meteoric waters containing an excess of oxygen and carbon dioxide to form ore bodies of intimately mixed hematite and pyrolusite. The ore bodies, at one place attaining a length of 1600 ft., a width of 300 ft., and a thickness of 25 ft., are largely confined to areas of brecciation and to spreads from faults in Silurian dolomite beneath soft Devonian shale.

Jan 1, 1944

By Márcio Nascimento Cunha

Titânio é adicionado aos aços inoxidáveis ferríticos para melhorar a resistência à corrosão e estabilizar a estrutura ferrítica. Devido à afinidade com oxigênio no aço líquido, perdas de titânio por oxidação são comuns, sendo as adições realizadas após etapas de desoxidação. Inclusões de titânio podem causar obstruções na válvula submersa durante o Lingotamento e também defeitos superficiais no produto final. Técnicas para obter inclusões menos prejudiciais às propriedades dos aços têm sido empregadas e a obtenção de inclusões com ponto de fusão mais baixo após tratamento com cálcio tem se mostrado efetivo. Os objetivos deste trabalho foram avaliar a composição química das inclusões no aço inoxidável 409 após adições de titânio no Forno Panela e o efeito da adição de cálcio no comportamento das inclusões. Amostras do aço líquido foram retiradas no Forno Panela em corridas com e sem adição de Ca-Si. A composição química das inclusões foi analisada no MEV-EDS.

Aug 17, 2017

By Samanta Neves da Silva

Depósitos estratiformes são característicos por apresentarem irregularidades nos contatos entre minério e estéril, motivo que requer especial atenção no planejamento de lavra. No depósito de Bauxita em estudo, a definição da geometria da camada de minério é realizada por interpretação dos furos de sondagens com espaçamento médio de 200 metros. O modelo gerado dos contatos litológicos, comumente, não incorpora as oscilações em curtas distâncias das elevações (Z) entre furos, o que influencia na fase de modelamento geológico, logo, na previsão dos fatores de diluição e perdas de minério. Este trabalho propõe agregar dados de curta distância, aumentando as informações entre furos de sondagens e, a partir das medidas de cota no topo e base da camada de minério, melhor refletir a geometria do corpo de minério. Assim a metodologia se divide em: criar modelos de superfícies interpoladas irregulares de topo (SIT) e base (SIB), considerando as informações de curta distância; analisar elevações médias em cada superfície, a fim de pressupor superfícies planas de lavra no topo (SPT) e na base (SPB); verificar a amplitude entre essas superfícies - SITxSPT e SIBxSPB, mensurando os fatores de perdas e diluições de minério a partir da diferença entre as elevações. O produto final deste trabalho consistiu da quantificação dos fatores de diluição e perdas de minério, aplicadas ao planejamento de lavra de curto prazo, otimizando o aproveitamento dos recursos e, consequentemente, aumentando a vida útil da mina.

Aug 8, 2018

By Fernanda Santos da Luz

Atualmente, os sistemas de blindagem multicamada (SBMs) contra munições de alto impacto são constituídos de uma camada frontal cerâmica seguida de tecido de aramida (Kevlar®). No presente trabalho foi avaliado o desempenho balístico desse sistema de blindagem multicamada convencional e comparado com o SBM utilizando uma camada compósita de epóxi reforçada com fibra de juta, nas configurações de tecido e manta, substituindo a camada de tecido de aramida de mesma espessura. Os testes balísticos foram realizados de acordo com norma internacional de proteção individual (NIJ 0101.06), utilizando a munição de calibre 7,62 mm e o desempenho balístico foi avaliado por meio da medida da profundidade média da deformação da plastilina. Para a comparação dessas médias obtidas para cada SBM foi aplicada a análise estatística pelo Teste de Tukey a partir do qual pôde-se afirmar, com um nível de significância de 5%, que o SBM utilizando a placa compósita de epóxi reforçada com manta de juta, como camada intermediária, teve melhor desempenho balístico que o compósito de epóxi-tecido de juta e que o tecido de aramida.

Aug 17, 2017

By David R. Klug, Chris Gause, Troy L. Page

The Inter-Island Tunnel is one of two undersea tunnels which are part of the Boston Harbor Clean-Up Program. The tunnel is 7.7 km (25,160 ft) long, bored to a 4.3 m (14 ft) diameter in the Cambridge Argillite Formation and was finished to a 3.5 m (11.5 ft) diameter final concrete lining. The owner is the Massachusetts Water Resources Authority (MWRA) who is a regional authority responsible for overall design and construction. The tunnel's primary purpose is the transport of untreated effluent from Nut Island facility in Quincy, MA to the new treatment plant at Deer Island. Two sludge lines are installed for the transport of sludge from Deer Island to Nut Island. During construction the contractor encountered fault zones, fractured strata, and soft ground tunnel sections which liberated more ground water than was originally anticipated by the project designer. Ground water was controlled during mining and the placing of the final lining. The final lining of cast-in-place concrete had to be backfill grouted to cut off water inflows and provide contact for equal tunnel loading which is critical in long-term design. This paper deals with an engineered backfill grouting system which was the first of its type to be used in North America. It discusses the geological conditions encountered, the design criteria used in the evaluation process, and an indepth review of the various system components. It demonstrates how contractors can use knowledgeable and professional industry suppliers to solve difficult construction problems.

Jan 1, 1999

By Karina Aparecida Martins Barcelos Gonçalves

Amostras dos aços inoxidáveis duplex UNS S31803 (duplex padrão) e UNS S32304 (lean duplex) foram investigadas no estado de fornecimento, após laminação a frio com redução de 64% e 62% e recozimento na temperatura de 1055ºC com 20s de encharque. Foram medidas a dureza Vickers e a quantificação das fases, austenita e ferrita, usando o método de contagem por pontos. A textura cristalográfica foi obtida via técnica de EBSD. A textura cristalográfica da fase ferrítica no estado de fornecimento e recozida apresentou as fibras a //DL e q {100} //DN mais intensas, enquanto a fibra g {111} //DN aparece com intensidade menor. Na fase austenítica as principais componentes encontradas com maior intensidade estão na fibra a //DN e na fibra b com menor intensidade.

Jan 16, 2018

By Jack Thibodeau

During the past six years, most states have promulgated water quality regulations which contain numerical aquatic life standards for heavy metals. In addition, the Environmental Protection Agency (EPA) promulgated national water quality standards in 1992 which also include numerical aquatic life criteria for heavy metals. Numerous wastewater discharge permits have been issued by the states and EPA to industrial facilities which include low microgram per liter heavy metal limitations. In many instances, the limitations are below detection limits or treatability limits using state-of-the-art analytical methods or treatment technologies. This paper will discuss options for conducting studies, including the use of water-effect ratios, metal partitioning coefficients, and recalculation procedures to develop site-specific metals criteria and higher permit limitations. The installation of expensive metal treatment systems to remove trace metals may be avoided if higher permit limits are indicated by the site-specific studies.

Jan 1, 1996

By Dimas de Andrade Pacheco

O estudo do efeito da adição de nióbio em um ferro fundido branco alto cromo tratado termicamente com 25%Cr e 3%C foi estudado neste trabalho por microscopia ótica, microscopia eletrônica de varredura e difração de raios X. Partindo de uma liga hipereutética, a adição de 2% de nióbio foi definida considerando que todo Nb adicionado se encontraria na forma de carbonetos de nióbio, NbC, e com o objetivo de obter uma microestrutura próxima à eutética. A adição promoveu um refinamento da microestrutura, sendo que uma fração volumétrica de 27% de carbonetos M7C3 foi observada. Carbonetos grosseiros, inicialmente formados, não são facilmente observados. Uma microestrutura formada por NbC e eutético, M7C3 + matriz (austenita ou martensita), foi obtida. Os carbonetos de nióbio formados são encontrados principalmente na forma compacta. É esperado, portanto, que, a liga com adição de 2% de nióbio apresente melhor resistência ao desgaste abrasivo que a liga sem nióbio, em razão dos carbonetos primários, frágeis e grosseiros, terem sido praticamente suprimidos após a adição de Nb e uma microestrutura mais refinada tenha sido obtida.

Oct 30, 2017

By D. McConchie

BauxsolTM, prepared by treating bauxite refinery residues with Mg2+ and Ca2+, has an excellent ability to remove arsenic from acidic waters. The addition of BauxsolTM to sulphidic waste rock at the Gilt Edge Mine, South Dakota, reduced As concentrations in leachate water from 35 mg/L to < 0.005 mg/L; the concentrations have remained below 0.005 mg/L for the five years since the treatment was initiated. However, ordinary BauxsolTM does not effectively remove As from near-neutral water and it needs to be acid-treated or blended with small amounts of reagents, such as jarosite or ferrous sulphate, to increase the proportion of positively charged binding sites on the particles. The use of a jarosite/BauxsolTM blend can effectively treat ponded water, and As(V) concentrations can easily be reduced from over 1 mg/L to < 0.001 mg/L; As(III) has to be oxidised to As(V) for effective removal. Metal contaminants in the jarosite are trapped by the BauxsolTM and only very small amounts of the As, or other elements bound during treatment, are liberated using a TCLP leaching test. The exhausted treatment reagents meet the criteria for classification as an inert solid and do not need to be disposed of in a secure repository.

Jan 1, 2006

By Mateus Sotelo Menezes

Uma ferramenta de trefilação deve suportar as altas tensões a que fica submetida durante o processo sem apresentar deformações. Para isso, o projeto da fieira deve iniciar com a escolha correta do material de fabricação e um dimensionamento adequado. Tais fatores podem minimizar a ocorrência de falhas, tanto na fieira, quanto no produto trefilado, assim como diminuir as tensões e desgaste na ferramenta. Portanto, este estudo visa analisar as regiões de uma ferramenta de trefilação industrial que estão sujeitas as maiores amplitudes de tensões ao longo de um processo de trefilação. O método de elementos finitos foi utilizado para simular a trefilação de uma barra de aço utilizando uma ferramenta de carbeto de tungstênio. O perfil da fieira foi inserido no software e então analisado em diferentes etapas ao longo do processo de trefilação e após o seu término. Observou-se a ocorrência de tensões compressivas superiores a 600 MPa na região de trabalho e as maiores tensões trativas foram visualizadas na região de saída, com valores próximos a 200 MPa. A presença de tensões residuais não foi registrada na fieira, como esperado.

Aug 17, 2017

By Jose Carlos D'Abreu

O presente trabalho se refere a um programa de pesquisa cooperativa Universidade- Empresa, que objetivou analisar a metalização de briquetes autorredutores quando submetidos à redução sólida e quando adicionados a um banho de aço fundido, atendidas as similaridades impostas pelos processos industriais. Focando principalmente a recuperação dos resíduos particulados gerados pela siderurgia integrada, foram formulados sete tipos de aglomerados autorredutores. O presente trabalho considerou duas rotas experimentais: primeiramente, a que realizou a autorredução em fase sólida numa atmosfera de nitrogênio, e a monitoração da conversão reacional resultante através da análise dos gases de exaustão gerados. Em segundo lugar, a que promoveu a autorredução via a imersão dos briquetes num banho de aço carbono, e a realização posterior das monitorações das variações de composição do aço fundido e de sua temperatura, visando comparar o “potencial refrigerante” dos briquetes e das sucatas. Este trabalho apresenta os resultados experimentais relativos a seis briquetes, no caso da rota de autorredução sólida, e de um briquete (tipo A), no caso da segunda rota. Finalmente, com base nos resultados laboratoriais, foi possível concluir pela viabilidade técnica preliminar das duas rotas de reciclagem.

Aug 16, 2017

By Juciane Maria Alves

O aço inoxidável austenítico metaestável 304L, aço TRIP, é suscetível à transformação de fase austenita-martensita (??a’) induzida por plasticidade, a intensidade desta transformação é influenciada pela temperatura. Devido a isto, o objetivo deste trabalho foi induzir a transformação (??a’) através da laminação à temperatura criogênica, mais próxima da temperatura Mi do material. Para avaliação da transformação de fase utilizou-se a técnica de difração de raios-X e os resultados mostraram a obtenção de amostras 100% martensíticas. Devido à suscetibilidade deste material sofrer transformação (??a’) por deformação plástica avaliou-se a influência da preparação metalográfica (via polimento mecânico, químico e eletrolítico) sobre às análises quantitativas. O polimento eletrolítico se mostrou a forma mais promissora às análises quantitativas, pois permitiu a quantificação de pequena fração volumétrica de austenita retida.

Oct 30, 2017

The Midvale Slag Site covers 300 acres in Midvale, Salt Lake County, Utah. Midvale (population 10,000) is part of the Salt Lake City metropolitan area (population 936,000). Between 1902 and 1971, United States Smelting, Refining and Mining Co. smelted ores on the site to produce copper, gold, lead, and silver. Figure 1 shows a picture of the historical Midvale smelter operations. [ ] When operations ceased, the site was estimated to contain 2 million tons of slag from these operations. The smelter no longer exists. In 1971, Valley Materials, Inc., acquired the site to process the slag into materials for railroad beds and asphalt highways. During the 1980s, the U.S. Environmental Protection Agency (USEPA) raised concerns regarding environmental impacts associated with the historical site operations. The Midvale Slag Superfund Site was listed on the NPL in 1991. The Site consists of two Operable Units (OUs): OU1 covering the properties north and adjacent to former ore smelting operations; and OU2 covering the smelter site itself. OU1 had historically been affected by wind blown slag dust and stack emissions occurring on OU2 and the Sharon Steel site further to the south. These emissions resulted in elevated levels of arsenic and lead in the native soils. The EPA issued the final Record of Decision (ROD) for the OU1 Site in 1995. The OU1 ROD required the implementation of institutional controls for the undeveloped portions of OU1 in order to restrict future land use to commercial/industrial purposes unless additional remediation was performed. Hence, the land comprising OU1 was originally considered in the ROD to be suitable for commercial or industrial purposes without the need for remedial action. However, development of OU1 for other land uses, including residential or recreational, would require additional assessment and probable remediation. The OU2 parcel was remediated by EPA to allow future land development, and the Sharon Steel site was remediated by EPA and deleted from the NPL. PROPERTY TRANSACTION AND REDEVELOPMENT In February 2006, a private development company, Mercer Bingham Junction, LLC. (MBJ) purchased 130 acres of the OU1 property for the purpose of performing environmental remediation, and developing mixed residential and commercial real estate. Development of the property was conducted in cooperation with USEPA Region 8 (EPA), the Utah Department of Environmental Quality (UDEQ) and Midvale City. The guidelines under which residential development could occur were defined by EPA. The 130 acres was to be developed for open space, residential and commercial use as part the Midvale City Bingham Junction development. Figure 2 shows the general layout of the proposed land uses. [ ] In May 2005, MBJ began pre-acquisition due diligence activities to purchase the 130 acres of OU1 north of 7200 South Street, which now comprises the Bingham Junction Development. This included the completion of Phase I and limited Phase II investigations. The Phase II investigations were performed to evaluate arsenic and lead concentrations in the planned residential areas of the site, and to explore the contents of the historic landfill on the property. The historic landfill area was on the far west side of OU1, adjacent to the Jordan River. Soil samples collected during the Phase II investigation showed that the planned residential parcels did not currently meet the criteria established in the Tech Memo and that additional placement of fill or soil excavation would be required for residential development in this area. An evaluation performed by the previous owner of the property, Littleson, Inc., showed similar results.

Jan 1, 2009

By Sunil S. Gandhi

"Uranium occurrences are widely distributed in tuffaceous-argillaceous beds and abundant rhyolitic volcanic rocks of the upper Aillik group, which is more than 3 km thick and over 125 km by 40 km in areal extent. They include partially developed Kitts and Michelin deposits, containing 1560 and 7366 t U respectively.Uranium occurs mainly as disseminated fine pitchblende grains in beds and lenticular stratabound zones, and rarely as coarse pitchblende aggregates and thin veinlets. The Kitts deposit and ten other occurrences are in the argillaceous-tuffaceous beds within a steeply dipping stratigraphic zone, less than 50 m thick and over 20 km long, at the base of the upper Aillik group. The occurrences hosted by the rhyolitic rocks, numbering over fifty and including the Michelin deposit, are in elongate structural-stratigraphic belts or zones, and are characterized by a pronounced enrichment of soda and depletion of potash associated with mineralization. The mineralized zones are affected to a varying degree by Hudsonian deformation, metamorphism and granitic intrusions.The uranium mineralization is interpreted as genetically related to the felsic volcanism, involving syngenetic deposition in argillaceous-tuffaceous beds and epigenetic emplacement in rhyolites. The volcanic activity occurred 1855 ± 5 Ma ago according to a preliminary U-Pb zircon date on porphyritic rhyolite. Pitchblendesfrom the Kitts and Michelin deposits and a few other occurrences in rhyolites have yielded nearly concordant dates in 1810 to 1730 Ma range. They reflect resetting of isotopic equilibrium at the time of Hudsonian deformation. Other isotopic data on pitchblendes and galena from veins and aggregates .in the south near the 'Grenville Front' indicate local redistribution of uranium and radiogenic lead at the time of Grenville Orogeny approximately 1100 Ma ago."

Jan 1, 1986