西南岩溶区非正规垃圾堆放场地下水环境风险评估与模拟预测

Risk Assessment and Simulation Prediction of Groundwater Environment for an Informal Waste Dump in the Karst Region of Southwest China

  • 摘要: 岩溶区非正规垃圾堆放场水文地质条件复杂,且缺乏规范的防渗措施,渗滤液易通过岩溶裂隙、管道等优势通道快速迁移,导致地下水污染,严重影响地下水的开发利用。前人已对非岩溶区域的垃圾堆放或填埋场地下水污染特征开展系列研究,建立了相应的污染评估与模拟预测方法,然而对水文地质条件特殊的岩溶区非正规垃圾堆放场地下水污染特征、时空演化规律、风险评估及预测等方面尚不明确。本文以广西岩溶区某非正规垃圾堆放场为研究对象,通过现场勘察、水文地质试验、地下水采样分析、风险评估及FEFLOW数值模拟等手段,系统开展了地下水环境污染调查评估与预测研究。结果表明,研究区下游地下水中高锰酸盐指数、氯化物、氨氮和锰含量超过《地下水质量标准》(GB/T 14848—2017) Ⅳ类水质标准限值,其中氨氮超标最明显,超过标准限值的17.47倍,枯水期浓度普遍高于丰水期;研究区黏土层水平渗透系数为0.016 m/d,纵向弥散系数为0.03 m2/d;灰岩层的水平渗透系数为0.255 m/d,纵向弥散系数为1.4 m2/d,平均水流速为0.013 m/d,且存在多处裂隙破碎带,促进污染物向地下水迁移;环境生态风险评价表明研究区地下水中氨氮属重度污染指标,下游地下水为重度污染。FEFLOW模拟预测表明,氨氮约在第12年超出评估范围下游边界,20年污染羽面积达85346 m2,对区域下游地下水构成潜在威胁。本研究构建的针对岩溶介质的数值模型与综合评估方法,揭示了岩溶区非正规垃圾堆放场地下水污染的时空演化特征,可为该类地区地下水污染风险防控提供依据。

     

    Abstract: Karst area has hydrogeological conditions. In this area, the leachate of the informal waste landfills (without anti-seepage layers) will migrate rapidly through the preferential flow paths (karst fissures and conduits) and contaminated the groundwater. Scholars at home and abroad have carried out a series of studies on the characteristics of groundwater pollution from waste dumps or landfills in non-karst areas, and established corresponding pollution assessment, simulation and prediction methods. However, the characteristics, spatial-temporal evolution, risk assessment and prediction of groundwater pollution from informal waste landfills in karst areas with special hydrogeological conditions are still unclear. An informal waste landfill in a karst area of Guangxi was chosen as research object, and a systematically investigation, assessment and prediction of the groundwater environmental pollution were conducted through the way of field investigation, hydrogeological tests, groundwater sampling and analysis, risk assessment and FEFLOW numerical simulation. The results show that the concentrations of permanganate index, chloride, ammonia nitrogen and manganese in the groundwater downstream of the study area exceed the limits of Class IV water quality in the Groundwater Quality Standard (GB/T 14848-2017). Ammonia nitrogen exceeds the standard limit by 17.47 times, and the concentration in the dry season is generally higher than that in the wet season. The horizontal hydraulic conductivity and longitudinal dispersion coefficient of the clay layer in the study area are 1.60 m/d and 0.03 m2/d, respectively. For the limestone layer, the horizontal hydraulic conductivity, longitudinal dispersion coefficient and average flow velocity are 0.255 m/d, 1.4 m2/d and 0.013 m/d, respectively. In addition, multiple fractured zones exist, which facilitate the migration of pollutants into groundwater. The environmental and ecological risk assessment shows that ammonia nitrogen in groundwater of the study area is a heavy pollution indicator, and the downstream groundwater is heavily polluted. The FEFLOW simulation prediction shows that ammonia nitrogen will exceed the downstream boundary of the evaluation scope in about the 12th year, and the pollution plume area will reach 85346 m2 in 20 years, posing a potential threat to the groundwater in the downstream area. The numerical model and comprehensive assessment method developed in this study for karst media reveal the spatiotemporal evolution characteristics of groundwater pollution caused by informal waste landfills in karst areas, providing a basis for risk prevention and control of groundwater pollution in such regions.

     

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