城市垃圾填埋场粘土衬垫在循环干燥和再润湿后的渗漏

M. Widomski, W. Stepniewski, R. Horn
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摘要

城市垃圾填埋场的可持续性和水土环境质量正受到渗滤液通过底部密封衬垫渗透的影响。压实的矿物衬垫是城市垃圾填埋场最常用的隔离材料之一,它使用不同塑性的粘土来确保饱和水力导电性低于110 m s。但高塑性粘土具有显著的膨胀性,因此容易发生膨胀、收缩和由此产生的开裂。黏土衬垫的膨胀和收缩是由基材的循环干燥和浇水引起的,这种膨胀和收缩是不可逆的,经过几次循环后,可能会导致黏土衬垫的水力导率大幅增加,并大大降低其密封能力。本文评价了所选基质的塑性对垃圾填埋场底衬循环干燥再润湿隔离性能的影响。采用标准方法对试验粘土材料的塑性进行了测定和分类。用实验室压实土降头渗透仪测量了用标准普罗克特法形成的粘土的饱和水力导电性。在标准的100厘米钢瓶中,用下降和恒头实验室渗透仪测量被试基质经过3个干燥和再润湿循环后的饱和水力电导率。试验压实试样在标准100cm钢瓶中的收缩率也进行了测定,并根据无量纲指标COLE进行了分类。试验底压实粘土衬里渗水量的测定,采用土介质饱和条件下达西定律的标准形式。结果表明,粘土的塑性影响了其在多次干燥和再润湿循环后的密封能力下降,进而导致通过压实衬底的渗透量增加。
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Seepage through municpal landfill clay liners after cyclic drying and rewetting
The sustainability of municipal landfills and quality of water-soil environment is being compromised by the leachate percolation through the bottom sealing liner. The compacted mineral liners, using clays of various plasticity to assure the saturated hydraulic conductivity lower than 1 10 m s, are among the most popular isolations of municipal waste landfills. But high plasticity clays present significant expansivity so they are prone to swelling, shrinkage and resultant cracking. Swelling and shrinkage of compacted clay liners, caused by cyclic drying and watering of substrate, are irreversible and after several cycles may result in a huge increase in the hydraulic conductivity and drastically reduced sealing capabilities of compacted clay liners. This paper presents the assessment of selected substrates’ plasticity influence on the isolating capabilities of the municipal landfill’s bottom liner undergoing cyclic drying and rewetting. The plasticity of tested clay materials was determined and classified by the standard methods. Saturated hydraulic conductivity of the studied clays formed by the standard Proctor method was measured by the laboratory falling head permeameters for compacted soils. Measurements of saturated hydraulic conductivity of the tested substrates after three cycles of drying and rewetting were performed in the standard 100 cm steel cylinders by the falling and constant head laboratory permeameter. Shrinkage of the tested compacted specimens was determined also in the standard 100 cm steel cylinders and classified basing on dimensionless indicator COLE. Determination of water seepage through the tested bottom compacted clay liners was based on the standard form of Darcy law for the saturated conditions of soil medium. The obtained results showed influence of plasticity of clays on decrease in their sealing capabilities after several cycles of drying and rewetting and, by extension, undesirable increase in the seepage volume through the compacted bottom liner.
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