Research Institute on Mines and Environment (RIME)-University of Québec in Abitibi-Témiscamingue (UQAT), 445, boul. de l'Université, Rouyn-Noranda, QC, J9X 5E4, Canada.
RIME, Department of Civil, Geological, and Mining Engineering, Polytechnique Montréal , Montréal, QC, Canada.
Environ Sci Pollut Res Int. 2018 Jun;25(18):17575-17589. doi: 10.1007/s11356-018-1820-x. Epub 2018 Apr 17.
Multi-step passive systems for the treatment of iron-rich acid mine drainage (Fe-rich AMD) perform satisfactorily at the laboratory scale. However, their field-scale application has revealed dissimilarities in performance, particularly with respect to hydraulic parameters. In this study, the assessment of factors potentially responsible for the variations in performance of laboratory and field-scale multi-step systems was undertaken. Three laboratory multi-step treatment scenarios, involving a combination of dispersed alkaline substrate (DAS) units, anoxic dolomitic drains, and passive biochemical reactors (PBRs), were set up in 10.7-L columns. The field-scale treatment consisted of two PBRs separated by a wood ash (WA) reactor. The parameters identified as possibly influencing the performances of the laboratory and field-scale experiments were the following: AMD chemistry (electrical conductivity and Fe and SO concentrations), flow rate (Q), and saturated hydraulic conductivity (k). Based on these findings, the design of an efficient passive multi-step treatment system is suggested to consider the following: (1) Fe pretreatment, using materials with high k and low HRT. If a PBR is to be used, the Fe load should be < 26 g/m substrate/day (Fe < 200 mg/L) and SO < 110 g/m substrate/day; (2) PBR/DAS filled with a mixture with at least 20% of neutralizing agent; (3) include Q and k (> 10 cm/s) in the long-term prediction. Finally, mesocosm testing is strongly recommended prior to construction of full-scale systems for the treatment of Fe-rich AMD.
多步被动系统在处理富铁酸性矿山排水(Fe-AMD)方面在实验室规模上表现良好。然而,它们的现场规模应用显示出性能上的差异,特别是在水力参数方面。在本研究中,评估了可能导致实验室和现场规模多步系统性能差异的因素。在 10.7-L 柱中建立了三个涉及分散碱性底物(DAS)单元、缺氧白云石排水和被动生化反应器(PBR)组合的实验室多步处理方案。现场规模处理由两个 PBR 之间的一个木灰(WA)反应器组成。被认为可能影响实验室和现场规模实验性能的参数如下:AMD 化学性质(电导率和 Fe 和 SO 浓度)、流速(Q)和饱和水力传导率(k)。基于这些发现,建议设计高效的被动多步处理系统时应考虑以下几点:(1)Fe 的预处理,使用具有高 k 和低 HRT 的材料。如果要使用 PBR,则 Fe 负荷应 < 26 g/m 基质/天(Fe < 200 mg/L)且 SO < 110 g/m 基质/天;(2)用至少 20%中和剂的混合物填充 PBR/DAS;(3)在长期预测中包含 Q 和 k(> 10 cm/s)。最后,强烈建议在建造处理富铁 AMD 的全规模系统之前进行中规模测试。