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Evaluation Of Nutrient And Biological Amendments On Waste Rock (1c23ea01-8ab2-4c72-b387-9de91a6dd9c5)By T. W. Meikle
Three nutrient amendments and a biological seed inoculant were evaluated for use in establishing vegetative cover on waste rock substrates. Randomized blocks were placed on three substrates. Treatment
Jan 1, 1999
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Commissioning of the Ekati Diamond MineBy Mike Rylatt
"The BHP Diamonds Inc. and Blackwater Group (Dia Met Minerals Ltd., Charles Fipke and Stewart Blusson) joint venture began production at Canada=s first diamond mine during the last quarter of 1998.Con
Jan 1, 1999
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Flue Gas Desulfurization (FGD) Scrubber Stone In IndianaBy Nelson R. Shaffer
Implementation of the Clean Air Act Amendments of 1990 is negatively affecting production of coal used for generating electric power in Indiana and elsewhere in the Midwest. Required reduction of sulf
Jan 1, 1999
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The development of the Sherritt ammonia pressure leach processBy D. G. E. Kerfoot
In September 1945, when the Lynn Lake nickel orebody was discovered Sherritt Gordon Mines was a small copper mining company with rapidly depleting ore reserves at its single producing mine at Sherrido
Jan 1, 1999
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Modeling Of Cyanide Degradation In Tailings Impoundments (5fd05068-2212-4f07-b8ca-14839fba2b21)By M. M. Botz
Cyanidation tailings which are disposed in a surface impoundment experience a loss of cyanide due to natural degradation, frequently reducing the cyanide concentration to very low levels. Quantifying
Jan 1, 1999
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The Geology and Metallogeny of Central North SulawesiBy N M. Caira
The North Arm of Sulawesi hosts numerous gold and base metal occurrences. Compilation and analysis of geological, tectonic, geochemical and isotopic age date data collected over the past six years on
Jan 1, 1999
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Myths In Grinding Mill Q.A. -Uncovering The Costs (ae289d48-02bd-40c1-b9cd-43039ca5a205)By V. Svalbonas
The process of grinding mill quality assurance brings with it associated truths and myths. When the mill quality assurance process took its first great steps forward in the late 1970s and early 1980s,
Jan 1, 1999
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Dispute Review Boards - A Better Way To Go?The arbitration process, and its drawbacks: Any time you have taken part in a major arbitration, and the decision, when it comes out, is not what you thought it would be (which is bound to happen occa
Jan 1, 1999
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Measurement of Ball Size Distribution in a 8 m x 5 m Primary Mill of Sarcheshmeh Copper MineBy M. Pourkani, M. Karga, Samid Banis, Andre Laplante, G. Langari-Zadeh
"The Sarcheshmeh mine processes 40,000 t/d of ore grading 0.9% Cu and 0.035% Mo. Grinding is effected in single stage ball mills using 80 mm forged steel balls, with an average consumption of 850 g/t.
Jan 1, 1999
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On the early use of iron in the ArcticBy Michael L. Wayman
Archaeological and ethnographic work during the last century has shown clearly that metals have played a small but important role in prehistoric Arctic cultures. For at least the past several millenia
Jan 1, 1999
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Mine Site Production Of Value Added SX-EW Copper Products - The Alternative To CathodeBy S. J. Kohut
Until recently SX-EW technology has only been used to produce conventional cathode for the cyclical commodity marketplace. Unlike electrorefining, SX-EW lends itself to the integration with the downst
Jan 1, 1999
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In-Situ FT-IR/IRS and MLRS Examination of Adsorbed Oleate at Fluorite and Calcite SurfacesBy C. A. Young, J. D. Miller
Adsorption isotherms previously determined by in-situ Fourier transform infrared/internal reflection spectroscopy (FT-IR/IRS) for oleate adsorption at calcite and fluorite surfaces near pH 9 and at va
Jan 1, 1999
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MODERN SEAFLOOR HYDROTHERMAL DEPOSITS - OCEAN RIDGES - Morphology of the Northeastern Mohns Ridge: Results from SeaMARC II Surveys in the Norwegian-Greenland SeaBy Eirik Sundvor, Hany Doss, Peter Vogt, Kathleen Crane
"Abstract - In 1989-1990, the SeaMARC II side-looking sonar (11 to 12 kHz) and swath bathymetric system imaged more than 80 000 km2 of the seafloor in the Norwegian-Greenland Sea and southern Arctic O
Jan 1, 1999
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Floodplain Aggregate Mining In Western Oregon (2ca5f679-fd59-4011-96c0-926073fa7dc9)By E. F. Schnitzer, S. R. Mamoyac, P. J. Wampler
During 1996 and 1997, Oregon experienced flooding on a scale not seen in many years. Some gravel pits located near rivers experienced erosion and, in several cases, breaches between the gravel pit an
Jan 1, 1999
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Plant-Site Evaluations Of The OPSA System For On-Line Particle Size Measurement From Moving Belt ConveyorsBy Y. K. Yen, J. D. Miller, C. L. Lin
The image-based On-line Particle Size Analyzer (OPSA)system has been developed at the University of Utah to measure particle size distributions under plant conditions where overlapped and segregated p
Jan 1, 1999
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Recovery of Antimony from Process SolutionsBy M. K. Mohan
During the processing of metals like Cu, Ni, Co, large quantities of solutions, which contain co- products such as Sb, Cd, Pb etc. are generated. These solutions if processed to recover the metals hel
Jan 1, 1999
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Modern Mine Closure in New Zealand - The Golden Cross Case StudyMine closure is a legitimate element of the mining cycle and like mine development involves technical planning, permitting, and finally construction. Closure begins with the mine's operational fo
Jan 1, 1999
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Modeling of energy parameters ERR and TESR around burst- prone mine openingsBy R. Simon
Strain-burst phenomena are generally characterised by sudden releases of energy in a volume of highly stressed rock. Strain bursts are encountered in situations such as crown pillar bursts during cut-
Jan 1, 1999
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The early history of electrorefining in CanadaBy D. J. MacKinnon
"The Canadian Copper Company, formed in 1885, began mining the nickel-copper ores of Sudbury in 1887 and producing nickel-copper matte from its smelter in 1888(1). Although it was quickly appreciated
Jan 1, 1999
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Shaft Sinking on the MetroWest Water Supply Tunnel ProjectBy A. J. Stewart, M. Guay, J. W. Critchfield, A. P. Hoddeson
The MetroWest Water Supply Tunnel project includes three main work shafts, excavated primarily in rock. Shaft L is 9.8 m (32 ft) diameter and 124.1 m (407 ft)deep. Shaft E is 7.0 by 12.8 m (23 by 42 f
Jan 1, 1999