Geochemical interactions between process-affected water from oil sands tailings ponds and North Alberta surficial sediments.
In Northern Alberta, the placement of out-of-pit oil sands tailings ponds atop natural buried sand channels is becoming increasingly common. Preliminary modeling of such a site suggests that process-affected (PA) pond water will infiltrate through the underlying clay till aquitard, reaching the sand channel. However, the impact of seepage upon native sediments and groundwater resources is not known. The goal of this study is to investigate the role of adsorption and ion exchange reactions in the clay till and their effect on the attenuation or release of inorganic species. This was evaluated using batch sorption experiments (traditional and a recent modification using less disturbed sediment samples) and geochemical modeling with PHREEQC. The results show that clay till sediments have the capacity to mitigate the high concentrations of ingressing sodium (600 mg L(-1)), with linear sorption partitioning coefficients (K(d)) of 0.45 L kg(-1). Ion exchange theory was required to account for all other cation behaviour, precluding the calculation of such coefficients for other species. Qualitative evidence suggests that chloride will behave conservatively, with high concentrations remaining in solution (375 mg L(-1)). As a whole, system behaviour was found to be controlled by a combination of competitive ion exchange, dissolution and precipitation reactions. Observations, supported by PHREEQC simulations, suggest that the influx of PA water will induce the dissolution of pre-existing sulphate salts. Sodium present in the process-affected water will exchange with sediment-bound calcium and magnesium, increasing the divalent ions' pore fluid concentrations, and leading to the precipitation of a calcium-magnesium carbonate mineral phase. Thus, in similar tailings pond settings, particularly if the glacial till coverage is thin or altogether absent, it is reasonable to expect that high concentrations of sodium and chloride will remain in solution, while sulphate concentrations will exceed those of the ingressing plume (150 mg L(-1)).
Holden
A A
AA
Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Alberta, T6G-2W2, Canada.
Donahue
R B
RB
Ulrich
A C
AC
D000327:Adsorption; D000416:Alberta; D000538:Aluminum Silicates / Q000032:analysis; D002712:Chlorides / Q000032:analysis; D000077215:Clay; D004784:Environmental Monitoring; D005618:Fresh Water; D019015:Geologic Sediments; D007474:Ion Exchange; D008956:Models, Chemical; D010578:Petroleum; D012964:Sodium / Q000032:analysis; D012989:Soil Pollutants / Q000737:chemistry*; D014872:Water Movements; D014874:Water Pollutants, Chemical / Q000737:chemistry*
D000538:Aluminum Silicates; D002712:Chlorides; D010578:Petroleum; D012989:Soil Pollutants; D014874:Water Pollutants, Chemical; D012964:Sodium; D000077215:Clay