Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore, 117576, Singapore.
NUS Environmental Research Institute, National University of Singapore, 5A Engineering Drive 1, T-Lab Building, Singapore, 117411, Singapore.
Water Res. 2017 Nov 15;125:418-426. doi: 10.1016/j.watres.2017.08.071. Epub 2017 Sep 1.
Landfill leachate is often an important source of emerging organic contaminants including perfluoroalkyl and polyfluoroalkyl substances (PFASs) requiring proper treatment to protect surface water and groundwater resources. This study investigated the occurrence of PFASs in the leachate of a capped landfill site in Singapore and the efficacy of PFASs removal during flow through a constructed wetland (CW) treatment system. The CW treatment system consists of equalization tank, aeration lagoons, sedimentation tank, reed beds and polishing ponds. Target compounds included 11 perfluoroalkyl acids (PFAAs) (7 perfluoroalkyl carboxylic acids (PFCAs) and 4 perfluoroalkane sulfonates (PFSAs)) and 7 PFAA precursors. Although total PFASs concentrations in the leachate varied widely (1269 to 7661 ng/L) over the one-year sampling period, the PFASs composition remained relatively stable with PFCAs consistently being predominant (64.0 ± 3.8%). Perfluorobutane sulfonate (PFBS) concentrations were highly correlated with total PFASs concentrations and could be an indicator for the release of PFASs from this landfill. The release of short-chain PFAAs strongly depended on precipitation whereas concentrations of the other PFASs appeared to be controlled by partitioning. Overall, the CW treatment system removed 61% of total PFASs and 50-96% of individual PFASs. PFAAs were removed most efficiently in the reed bed (42-49%), likely due to the combination of sorption to soils and sediments and plant uptake, whereas most of the PFAA precursors (i.e. 5:3 fluorotelomer carboxylate (5:3 acid), N-substituted perfluorooctane sulfonamides (N-MeFOSAA and N-EtFOSAA)) were removed in the aeration lagoon (>55%) by biodegradation. The sedimentation tank and polishing ponds were relatively inefficient, with only 7% PFASs removal.
垃圾渗滤液通常是新兴有机污染物(包括全氟烷基和多氟烷基物质(PFASs))的重要来源,需要进行适当的处理以保护地表水和地下水资源。本研究调查了新加坡封盖垃圾填埋场渗滤液中的 PFASs 及其在通过人工湿地(CW)处理系统时的去除效果。CW 处理系统由均衡池、曝气塘、沉淀池、芦苇床和抛光池组成。目标化合物包括 11 种全氟烷基酸(PFAAs)(7 种全氟烷基羧酸(PFCAs)和 4 种全氟烷磺酸(PFSAs))和 7 种 PFAAs 前体。尽管在一年的采样期间,渗滤液中的总 PFASs 浓度变化很大(1269 至 7661ng/L),但 PFASs 组成相对稳定,PFCAs 始终占主导地位(64.0±3.8%)。全氟丁烷磺酸(PFBS)浓度与总 PFASs 浓度高度相关,可能是该垃圾填埋场 PFASs 释放的指示物。短链 PFAAs 的释放强烈依赖于沉淀,而其他 PFASs 的浓度似乎受分配控制。总体而言,CW 处理系统去除了 61%的总 PFASs 和 50-96%的个别 PFASs。PFAAs 在芦苇床中去除效率最高(42-49%),可能是由于土壤和沉积物的吸附以及植物吸收的结合,而大多数 PFAAs 前体(即 5:3 氟代烷烃羧酸(5:3 酸),N-取代的全氟辛烷磺酰胺(N-MeFOSAA 和 N-EtFOSAA))则通过生物降解在曝气塘中去除(>55%)。沉淀池和抛光池的效率相对较低,仅去除了 7%的 PFASs。