首页> 外文期刊>Water, Air, and Soil Pollution >Spatial and Temporal Migration of a Landfill Leachate Plume in Alluvium
【24h】

Spatial and Temporal Migration of a Landfill Leachate Plume in Alluvium

机译:冲积垃圾渗滤液羽流的时空迁移

获取原文
获取原文并翻译 | 示例
           

摘要

Leachate from unlined or leaky landfills can create groundwater contaminant plumes that last decades to centuries. Understanding the dynamics of leachate movement in space and time is essential for monitoring, planning and management, and assessment of risk to groundwater and surface-water resources. Over a 23.4-year period (1986-2010), the spatial extent of the Norman Landfill leachate plume increased at a rate of 7800 m~2/year and expanded by 878 %, from an area of 20,800 m~2 in 1986 to 203,400 m~2 in 2010. A linear plume velocity of 40.2 m/year was calculated that compared favorably to a groundwater-seepage velocity of 55.2 m/year. Plume-scale hydraulic conductivity values representative of actual hydrogeological conditions in the alluvium ranged from 7.0×10~(-5) to 7.5 ×10~(-4) m/s, with a median of 2.0 × 10~(-4) m/s. Analyses of field-measured and calculated plume-scale hydraulic conductivity distributions indicate that the upper percen-tiles of field-measured values should be considered to assess rates of plume-scale migration, spreading, and biodegradation. A pattern of increasing Cl~- concentrations during dry periods and decreasing Cl~- concentrations during wet periods was observed in groundwater beneath the landfill. The opposite occurred in groundwater downgradient from the landfill; that is, Cl~- concentrations in groundwater downgradient from the landfill decreased during dry periods and increased during wet periods. This pattern of changing Cl~- concentrations in response to wet and dry periods indicates that the landfill retains or absorbs leachate during dry periods and produces lower concentrated leachate downgradient. During wet periods, the landfill receives more recharge which dilutes leachate in the landfill but increases leachate migration from the landfill and produces a more concentrated contaminant plume. This approach of quantifying plume expansion, migration, and concentration during variable hydrologic conditions provides increased understanding of plume behavior and migration potential and may be applied at less monitored landfill sites to evaluate potential risks of contamination to downgradient receptors.
机译:来自未加衬砌或渗漏的垃圾填埋场的渗滤液会产生持续数十年至几个世纪的地下水污染物羽流。了解渗滤液在空间和时间上的动态变化对于监测,规划和管理以及评估地下水和地表水资源的风险至关重要。在23.4年的时间段(1986-2010年)中,Norman垃圾填埋场渗滤液羽流的空间范围以7800 m〜2 /年的速度增长,并且从1986年的20,800 m〜2的面积增加了878%,达到203,400 2010年为m〜2。计算得出的线性羽流速度为40.2 m / year,相比之下,地下水渗流速度为55.2 m / year。代表冲积层实际水文地质条件的水柱电导率值范围为7.0×10〜(-5)至7.5×10〜(-4)m / s,中位数为2.0×10〜(-4)m / s。对现场测得的和计算出的羽状水力传导率分布的分析表明,应考虑使用实测值的较高百分比来评估羽状水垢的迁移,扩散和生物降解率。在垃圾填埋场下方的地下水中,观察到了干旱时期Cl〜-浓度升高而潮湿时期Cl〜-浓度降低的模式。相反的情况发生在垃圾填埋场的地下水下降。也就是说,从垃圾填埋场降落的地下水中的Cl〜-浓度在干旱时期下降,而在潮湿时期上升。响应于潮湿和干燥时期Cl〜-浓度变化的这种模式表明,垃圾填埋场在干燥时期保留或吸收渗滤液,并产生较低的浓缩渗滤液降级。在潮湿时期,垃圾填埋场会得到更多的补给,这会稀释垃圾填埋场中的渗滤液,但会增加渗滤液从垃圾填埋场的迁移,并产生浓度更高的污染物羽流。这种在变化的水文条件下量化羽流膨胀,迁移和浓度的方法,使人们对羽流的行为和迁移潜力有了更多的了解,可用于监测较少的垃圾填埋场,以评估污染物对降级受体的潜在风险。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号