Key Laboratory of Groundwater Resources and Environment, Ministry of Education, Jilin University, Changchun, 130012, China; Jilin Provincial Key Laboratory of Water Resources and Water Environment, Jilin University, China.
Key Laboratory of Groundwater Resources and Environment, Ministry of Education, Jilin University, Changchun, 130012, China; Jilin Provincial Key Laboratory of Water Resources and Water Environment, Jilin University, China.
J Environ Manage. 2024 Sep;367:122033. doi: 10.1016/j.jenvman.2024.122033. Epub 2024 Aug 3.
Landfill is an important means of municipal solid waste treatment. Previous studies have shown that the combination of "cut-off wall and pumping well" technology is an effective measure to deal with the leachate emission reduction and pollution control of landfill, and has been widely used in plain areas. However, for landfills in hilly areas with complex terrain and geological conditions, there is still a lack of clear and referable ideas and operational strategies for leachate emission reduction and pollution control. In this study, we proposed strategies for determining the position and depth of cut-off walls and pumping wells and reasonable combinations of the cut-off wall depth and pumping quantity for leachate reduction and pollution prevention of landfills in hilly areas. The determination of leachate reduction and pollution control strategy need to be achieved in two stages, qualitative and quantitative: (1) In the qualitative stage, the natural conditions (Weathering degree, groundwater flow characteristics, topography condition, hydrometeor condition, and aquifer thickness) and engineering conditions (Operation status, landfill location, and excavation status) of the study area are analysed in detail, and then the depth range and location of the cut-off wall and pumping well are determined. (2) In the quantitative stage, we need to quantify the combination of the cut-off wall depth and pumping quantity by using profile particle tracing and pollutant transport modelling. A reasonable cut-off wall depth needs to control the leakage of pollutants inside the wall, and a reasonable pumping quantity needs to ensure that the depth of the pollutant distribution is equivalent to the depth of the separation line, which separates the water flow towards the pumping well and the water flow downstream. (3) The effectiveness of the leachate reduction and prevention strategies proposed in this study was verified through an example of a landfill in Northeast China. This study provides a reference and operation method for leachate emission reduction and pollution control of landfills in hilly areas.
垃圾填埋场是城市固体废物处理的重要手段。先前的研究表明,“截污墙和抽水井”技术的结合是减少垃圾渗滤液排放和控制污染的有效措施,已在平原地区得到广泛应用。然而,对于地形和地质条件复杂的丘陵地区的垃圾填埋场,仍然缺乏明确和可借鉴的减少渗滤液排放和污染控制的思路和操作策略。在本研究中,我们提出了确定截污墙和抽水井位置和深度以及合理组合截污墙深度和抽水量以减少丘陵地区垃圾填埋场渗滤液排放和污染的策略。渗滤液减排和污染控制策略的确定需要分两个阶段,定性和定量:(1)在定性阶段,详细分析研究区的自然条件(风化程度、地下水流动特征、地形条件、水文气象条件和含水层厚度)和工程条件(运行状况、填埋场位置和挖掘状态),然后确定截污墙和抽水井的深度范围和位置。(2)在定量阶段,需要通过剖面颗粒示踪和污染物运移模拟来量化截污墙深度和抽水量的组合。合理的截污墙深度需要控制墙内污染物的泄漏,合理的抽水量需要确保污染物分布的深度相当于将水流向抽水井和下游水流分离的分界线的深度。(3)通过中国东北地区的一个垃圾填埋场的实例验证了本研究提出的渗滤液减排和防治策略的有效性。本研究为丘陵地区垃圾填埋场渗滤液减排和污染控制提供了参考和操作方法。