Deposition thickness and evaporative drying for oil sands tailings in northern Alberta

Authors: Song, Q; O'Kane, M; Dhadli, N; Matthews, J

DOI https://doi.org/10.36487/ACG_rep/1152_39_OKane

Cite As:
Song, Q, O'Kane, M, Dhadli, N & Matthews, J 2011, 'Deposition thickness and evaporative drying for oil sands tailings in northern Alberta', in AB Fourie, M Tibbett & A Beersing (eds), Mine Closure 2011: Proceedings of the Sixth International Conference on Mine Closure, Australian Centre for Geomechanics, Perth, pp. 373-382, https://doi.org/10.36487/ACG_rep/1152_39_OKane

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Abstract:
Directive 074 issued by Alberta Energy Resources Conservation Board (ERCB) requires that fine tailings materials deposited each year must achieve a minimum undrained shear strength of 5 kPa within one year following deposition. Challenged with this requirement, oil sands owners and operators in Alberta, Canada, are evaluating several opportunities for tailings dewatering. One opportunity is taking advantage of the evaporation potential, following deposition, to assist with dewatering tailings. Three types of tailings, namely, non-segregated tailings (NST), mature fine tailings (MFT), and treated thickened tailings (TT) were generally produced by Shell Canada Limited’s Albian Sands Energy operation with different treatment technologies. These three types of tailings have various consolidation behaviours and initial solids contents, which imply that the tailings deposition thickness will be different from each other in order to achieve the ERCB-D 074 requirements while utilising evaporative drying to dewater the fluid tailings. The average annual precipitation and potential evaporation are approximately 470 and 640 mm, respectively in the northern Alberta area. A simplified methodology based on tailings consolidation properties, meteorological data, and initial state of tailings deposits is presented in this paper to determine appropriate fine tailings deposition thicknesses, in the context of the exceedance probability of achieving the desired solids content (and hence undrained shear strength), for different times of the year. The maximum yearly deposition thickness with 80% probability of exceedance is approximately 200 cm for NST with enhanced initial deposition solids content, approximately 160 cm for enhanced TT, and approximately 144 cm for enhanced MFT. The methodology presented in this paper can be used to develop understanding for potential tailings deposition thickness that will have a high probability of achieving the target solids contents and shear strengths due to evaporative drying. Site-specific conditions can then be used to optimise fine tailings management.

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