Graduate Institute of Environmental Engineering, National Taiwan University, 71 Chou-Shan Road, Taipei 106, Taiwan.
J Hazard Mater. 2009 Dec 15;172(1):316-23. doi: 10.1016/j.jhazmat.2009.07.013. Epub 2009 Jul 10.
As of 2004, nearly two hundred thousand tons of fly ash monoliths are created each year in Taiwan to confine heavy metals for reducing the leaching quantity by precipitation. However, due to abnormal monolith fracture, poorly liner quality or exceeding usage over designed landfill capacity, serious groundwater pollution of the landfills has been reported. This research focuses on Pb and Cr leaching from monolithic landfill to assess the risk of groundwater pollution in the vicinity. The methodology combines water budget simulations using HELP model with fate and risk simulations using MMSOILS model for 5 kinds of landfill structures and 2 types of leaching models, and calculates the risk distribution over 400 grids in the down gradient direction of groundwater. The results demonstrated that the worst liner quality will cause the largest risk and the most significant exposure pathway is groundwater intake, which accounted for 98% of the total risk. Comparing Pb and Cr concentrations in the groundwater with the drinking water standards, only 14.25% of the total grids are found to be under 0.05 mg/L of Pb, and over 96.5% of the total grids are in the safety range of Cr. It indicates that Pb leaching from fly ash monolithic landfills may cause serious health risks. Without consideration of the parameters uncertainty, the cancer and noncancer risk of Pb with the sanitary landfill method was 4.23E-07 and 0.63, respectively, both under acceptable levels. However, by considering the parameters uncertainty, the non-carcinogenic risk of Pb became 1.43, exceeding the acceptable level. Only under the sealed landfill method was the hazard quotient below 1. It is important to use at least the sealed landfill for fly ash monoliths containing lead to effectively reduce health risks.
截至 2004 年,台湾每年产生近 20 万吨的粉煤灰整体块,以沉淀的方式固定重金属来减少浸出量。然而,由于异常的整体块断裂、衬垫质量差或超过设计填埋容量的使用,已报道了严重的垃圾填埋场地下水污染问题。本研究重点关注来自整体块填埋场的 Pb 和 Cr 的浸出,以评估附近地下水污染的风险。该方法结合 HELP 模型的水量预算模拟和 MMSOILS 模型的归宿和风险模拟,用于 5 种填埋结构和 2 种浸出模型,并在地下水的下游方向计算 400 个网格的风险分布。结果表明,最差的衬垫质量将导致最大的风险,最重要的暴露途径是地下水摄入,占总风险的 98%。将地下水中的 Pb 和 Cr 浓度与饮用水标准进行比较,只有 14.25%的总网格发现 Pb 低于 0.05mg/L,超过 96.5%的总网格处于 Cr 的安全范围。这表明粉煤灰整体块填埋场的 Pb 浸出可能会造成严重的健康风险。不考虑参数不确定性,卫生填埋法下 Pb 的致癌和非致癌风险分别为 4.23E-07 和 0.63,均处于可接受水平。然而,考虑到参数不确定性,Pb 的非致癌风险变为 1.43,超过了可接受水平。只有在密封填埋法下,危害商才低于 1。使用至少密封填埋来处理含铅的粉煤灰整体块,以有效降低健康风险非常重要。