The Physical, Chemical and Mineralogical Properties of Three Cemented Layers Within Sulfide-Bearing Mine Tailings

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The Physical, Chemical and Mineralogical Properties of Three Cemented Layers Within Sulfide-Bearing Mine Tailings Journal of Geochemical Exploration 76 (2002) 195–207 www.elsevier.com/locate/jgeoexp The physical, chemical and mineralogical properties of three cemented layers within sulfide-bearing mine tailings R.G. McGregora,*, D.W. Blowesb a XCG Consultants Ltd., 50 Queen Street North, Suite 904, Kitchener, ON, Canada N2H 6P4 b Department of Earth Sciences, University of Waterloo, Waterloo, ON, Canada N2L 3G1 Accepted 22 August 2002 Abstract + The oxidation and subsequent dissolution of sulfide minerals within mine tailings impoundments releases H , Fe(II), SO4 and trace elements to the tailings pore water. Subsequent pH-buffering and hydrolysis reactions result in the precipitation of secondary phases such as gypsum, goethite and jarosite. In areas of intense precipitation, cemented layers or ‘‘hardpans’’ often form within the shallow tailings. Three cemented layers within pyrrhotite-bearing mine tailings at the Fault Lake, Nickel Rim and East Mine impoundments located near Sudbury, Canada, were examined. The location of the three cemented layers within the tailings stratigraphy varies as does their location relative to the water table. The morphology, mineralogy and chemical composition of the cemented layers also vary between sites. The bulk density within the three cemented layers all showed an increase relative to the surrounding uncemented tailings ranging from 9% to 29%. The porosity of each cemented layer decreased relative to the surrounding uncemented tailings ranging from an 8% to 18% decrease. The cemented layers also showed relative enrichment of total sulfur, carbon and trace elements relative to the surrounding uncemented tailings. Arsenic concentrations showed an enrichment in the cemented layers of up to 132%, Cd up to 99%, Co up to 84%, Cu up to 144%, Ni up to 693% and Zn up to 145% relative to the surrounding uncemented tailings. All the cemented layers studied show an evolution of the secondary phases with time from a gypsum–jarosite-based cement to a goethite-rich cement. The formation of these layers could potentially have a significant effect on the environmental impacts of sulfide-bearing mine waste. D 2002 Elsevier Science B.V. All rights reserved. Keywords: Cemented layer; Hardpan; Tailings; Geochemistry; Mineralogy 1. Introduction of the sulfide minerals contained within the tailings can result in the generation of low-pH conditions and Mining and metallurgical processing of sulfide- the release of sulfate, ferrous iron and other metals to bearing ores have led to the deposition of sulfide- the tailings pore water. Upon discharge to surface bearing wastes, including mill tailings. The oxidation water bodies, such as rivers and lakes, the ferrous iron and other heavy metals hydrolyse and precipitate out of solution, consuming alkalinity, and possibly low- ering the pH of the receiving water body (Morin et al., * Corresponding author. Fax: +1-519-741-5774. 1988; Blowes et al., 1995, Bain et al., 2000; Johnson E-mail address: [email protected] (R.G. McGregor). et al., 2000). 0375-6742/02/$ - see front matter D 2002 Elsevier Science B.V. All rights reserved. PII: S0375-6742(02)00255-8 196 R.G. McGregor, D.W. Blowes / Journal of Geochemical Exploration 76 (2002) 195–207 Previous studies on inactive mine tailings impound- al., 1998; Agnew and Taylor, 2000). Many of the ments have reported the presence of cemented layers above authors have hypothesized that the cemented within the shallow zones of the sulfidic tailings layers act as hydraulic barriers inhibiting transport of (Boorman and Watson, 1976; Kennedy and Haw- pore water, and diffusion barriers inhibiting transport thorne, 1987; McSweeney and Madison, 1988; of pore gases such as O2 and CO2. Laboratory studies Blowes et al., 1991; Tasse et al., 1997; McGregor et of cemented layers have shown that these layers can be Fig. 1. Map showing locations of the three tailings impoundments. R.G. McGregor, D.W. Blowes / Journal of Geochemical Exploration 76 (2002) 195–207 197 developed in a controlled setting using electrochemical including quartz, chlorite, biotite, calcic plagioclase and/or chemical additives to create a barrier to water and orthopyroxene. and gas migration (Ahmed, 1991, 1995; Chermak and The water table elevation varies from near the base Runnells, 1996; McGregor et al., 1997; Schippers et of the impoundment to 2 m below the base of the al., 1998; Agnew, 1998). impoundment (St-Arnaud et al., 1994). The discontin- This study compares the physical, chemical and uous cemented layer occurs at the surface of the mineralogical characteristics of cemented layers tailings and has undergone severe heaving due to observed at three sulfide-bearing mine tailings freeze/thaw weathering reactions and expansion due impoundments in Northern Ontario, Canada (Fig. 1). to secondary mineral precipitation. The cemented Each cemented layer is located within a different layer is underlain by oxidized tailings indicating that geochemical zone; the surface zone, the oxidized zone sulfide oxidation has occurred below the cemented or the transition zone, within the tailings. layer (Fig. 2). A detailed description of the geochem- istry and hydrogeology of the Fault Lake tailings is provided by St-Arnaud et al. (1994) and Woyshner et 2. Site descriptions al. (1995). 2.1. Fault Lake 2.2. Nickel Rim The Fault Lake tailings impoundment is located 3 The Nickel Rim tailings impoundment is located km north of the Town of Falconbridge, and was used 25 km northeast of Sudbury (Fig. 1). Deposition of the to deposit sulfide-bearing tailings from 1965 to 1978 silty-sand size tailings in a narrow bedrock valley (Fig. 1). The tailings impoundment covers an area of resulted in an impoundment covering approximately 22.2 ha and reaches a maximum depth of approx- 9.4 ha and reaching a maximum depth of 10 m imately 30 m (Table 1). The shallow (<1 m) tailings (Johnson et al., 2000) (Table 1). The tailings contain contain an average of 13.6 wt.% sulfur, mainly in the an average of 3.0 wt.% sulfur, principally as pyrrhotite form of pyrrhotite [Fe1ÀxS]. Trace amounts of chal- in a predominantly silicate gangue (Johnson et al., copyrite [CuFeS2], pentlandite [(Ni,Fe)9S8] and pyrite 2000). Jambor and Owens (1993) identified minor [FeS2] are also present within the tailings. The oxida- amounts of other sulfides within the tailings including tion of pyrrhotite within the shallow tailings has chalcopyrite, pentlandite, pyrite and marcasite. The resulted in a 20-cm thick cemented layer being created principal silicate minerals identified by Jambor and at the surface of the impoundment (Fig. 2). Woyshner Owens (1993) were calcic plagioclase and amphibole et al. (1995) report that as the depth increases, the with clinopyroxene, chlorite, biotite, talc, quartz and sulfur content of the tailings decreases to below 0.9 magnetite. Sulfide oxidation has resulted in low-pH wt.% S. The principal gangue minerals are silicates, conditions and high concentrations of Fe, SO4 and Table 1 Physical and chemical characteristics of the three tailings impoundments Fault Lake Nickel Rim East Mine Tailings surface area (ha) 22.6 9.4 50 Tailings thickness (m) 30 10 18 Depth to water table (mbgl) 32 0.25–1.15 6.5–10 Average sulfide contenta (as %S) 13.6 2.04 0.75 a Average carbonate content (as %CaCO3) 0.07 0.34 2.19 Dominant sulfide mineral Pyrrhotite Pyrrhotite Pyrrhotite Hardpan depth (mbgl) Surface 0.15 0.25 Hardpan thickness (m) 0.20 0.12 0.08 Geochemical zoneb Surface Oxidized Transition a Arithmatic mean of top 1 m of tailings. b See Fig. 2. 198 R.G. McGregor, D.W. Blowes / Journal of Geochemical Exploration 76 (2002) 195–207 Fig. 2. Plots showing tailings stratigraphy, geochemical zones, sulfur, carbon and calculated porosity values for the shallow tailings at the three tailings impoundments. The hatched areas represent cemented layers, whereas the cross-hatched and white areas indicate unoxidized and oxidized tailings, respectively. other heavy metals in the tailings pore water (Johnson oxidized tailings indicating that sulfide oxidation has et al., 2000).PrecipitationofFe,SO4 and other occurred below the cemented layer (Fig. 2). dissolved constituents has formed a 12-cm thick The thickness of the vadose zone varies throughout cemented layer within the tailings at a depth of 19 the impoundment with a maximum thickness of 1.2 m cm (Fig. 2). The discontinuous cemented layer is being reported by Johnson et al. (2000). The ground- situated above the water table and is surrounded by water flow through the tailings is predominantly R.G. McGregor, D.W. Blowes / Journal of Geochemical Exploration 76 (2002) 195–207 199 horizontal with Johnson et al. (2000) reporting electrode) were made immediately after the extraction groundwater velocities ranging from 4 to 8 m/year. of pore water. The EH values were corrected to the Johnson et al. (2000) provides a detailed description standard hydrogen electrode (SHE). All of the pore- of the hydrogeochemistry of the Nickel Rim tailings. water samples were filtered through 0.45-Am cellulose acetate membranes prior to being split into two sub- 2.3. East Mine samples. The first subsample was acidified to pH<1 with 12 N HCl for cation analysis while the second The East Mine tailings were deposited between sample was left unacidified and used for anion anal- 1946 and 1964 and cover an area of approximately 50 ysis. Carbonate alkalinity was determined in the field ha with a maximum thickness of 18 m (Table 1). The on 3–10-ml samples using a digital titrator and East Mine tailings impoundment is located approx- methyl red/bromocresol green pH indicator. Concen- imately 1 km north of the Town of Falconbridge, trations of Al, Ca, Cd, Co, Cr, Cu, Fe, K, Mg, Mn, Na, Ontario (Fig. 1). The predominantly silicate tailings Ni, Pb, Si and Zn were determined on the acidified contain an average sulfur content of 0.77 wt.% (as S), samples by inductively coupled plasma mass spec- primarily occurring as pyrrhotite.
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