Post-mine landscape reclamation of the Athabasca Oil Sands Region requires the use of tailings sand, an abundant mine-waste material that often contains large amounts of sodium (Na). Due to the mobility of Na in groundwater and its effects on vegetation, water quality is a concern when incorporating mine waste materials, especially when attempting to construct groundwater-fed peatlands. This research is the first published account of Na redistribution in groundwater from a constructed tailings sand upland to an adjacent constructed fen peat deposit (Nikanotee Fen). A permeable petroleum coke layer underlying the fen, extending partway into the upland, was important in directing flow and Na beneath the peat, as designed. Initially, Na concentration was highest in the tailings sand (average of 232mgL) and lowest in fen peat (96mgL). Precipitation-driven recharge to the upland controlled the mass flux of Na from upland to fen, which ranged from 2 to 13tons Na per year. The mass flux was highest in the driest summer, in part from dry-period flowpaths that direct groundwater with higher concentrations of Na into the coke layer, and in part because of the high evapotranspiration loss from the fen in dry periods, which induces upward water flow. With the estimated flux rates of 336mmyr, the Na arrival time to the fen surface was estimated to be between 4 and 11years. Over the four-year study, average Na concentrations within the fen rooting zone increased from 87 to 200mgL, and in the tailings sand decreased to 196mgL. The planting of more salt-tolerant vegetation in the fen is recommended, given the potential for Na accumulation. This study shows reclamation designs can use layered flow system to control the rate, pattern, and timing of solute interactions with surface soil systems.
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http://dx.doi.org/10.1016/j.scitotenv.2018.02.253 | DOI Listing |
Materials (Basel)
November 2024
Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650500, China.
Yellow phosphorus slag has been considered as a potential cement substitute for mine filling material due to its cementing activity; however, its slow setting and low early strength have limited broader use. This study investigates the grading, compactness, and strength of yellow phosphorus slag combined with tailing sand. Using yellow phosphorus slag as an aggregate, cement as a binder, and mixing tailing sand in different ratios, this study evaluates its feasibility as a coarse aggregate in mine backfill.
View Article and Find Full Text PDFSci Rep
November 2024
School of Engineering and Technology, China University of Geosciences (Beijing), Beijing, 100083, China.
Establishing strong seepage stability for tailings dams is crucial for ensuring their safety and mitigating the risk of failure. This study developed a three-dimensional seepage numerical model using finite element numerical computation for four different elevation conditions (5070 m, 5081 m, 5159 m, and 5213 m) encompassing the pond area and dam body. Seepage calculations were conducted under normal and flooding conditions, and the tailings pond's seepage stability was assessed for various stacking scenarios.
View Article and Find Full Text PDFEnviron Monit Assess
October 2024
University of Brasília, Postgraduate in Environmental Sciences (PPGCA/FUP/UnB), Brasília, DF, 73300-000, Brazil.
Brazil's Fundão dam collapse is one of the world's largest disasters of tailing dam failures. Previous research has evaluated toxic metals and non-metals (Cd, Cr, Ni, Pb, As, Hg) in the same soil samples used in this study, and results have indicated that only Fe and Mn concentrations increased above the original baseline (Melo et al., 2023).
View Article and Find Full Text PDFMaterials (Basel)
October 2024
School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
J Hazard Mater
December 2024
Key Laboratory of Advanced Marine Materials, Key Laboratory of Marine Environmental Corrosion and Bio-fouling, Institute of Oceanology, Chinese Academy of Sciences, Qingdao 266071, China; Biofilm Centre, Aquatische Biotechnologie, Universität Duisburg-Essen, Universitätsstraße 5, Essen 45141, Germany.
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