Possible methods of preventing groundwater contamination at landfill sites; case studies from Nepal

S. Panthee
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引用次数: 5

Abstract

Significant increase in municipal solid waste in Nepal has led to build up of few landfill sites in urban areas. Among several problems existing in the landfill sites, groundwater and soil contamination are the major problems. The major causes of contamination are generation of leachate, improper design and selection of materials in the landfill sites. Therefore, understanding on physical and chemical behavior of the leachate with the fill material, and the landfill site design parameters is required to solve the problem. Three landfill sites (Gokarna, Sisdol and Pokhara) were studied as case studied to identify leakage problems in view of controlling leachate migration. Hydraulic conductivity, particle size distribution and shape of basement material were studied. Gokarna Landfill Site did not have proper clay lining or other technology that prevents groundwater contamination. The Sisdol and the Pokhara landfill sites were improved sites but were devoid of clay lining. To control leachate migration, proper basement and other design is required. The slope of the basement clay liner should be adjusted properly according to the hydraulic conductivity of the clay to prevent leachate movement downward. Similarly, selection of shape and size of drainage material is important for aeration, and to prevent from leachate clogging and puncturing the basal clay or geo-membrane. The case studies suggested need of some improvements for basal design of landfill sites for future. Besides the basement design, design of leachate suction well and vegetative technology for leachate treatment are necessary. A basement design is proposed that will be economic and suitable for developing countries. This paper discusses about some drawbacks in technical practices in some landfill sites in Nepal and suggests possible methods that can be applied in constructing landfill sites for reducing contamination. doi: 10.3126/bdg.v11i0.1542 Bulletin of the Department of Geology, Tribhuvan University, Kathmandu, Nepal, Vol. 11, 2008, pp. 51-60
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防止堆填区地下水污染的可行方法;尼泊尔个案研究
尼泊尔城市固体废物的大量增加导致在城市地区建立很少的垃圾填埋场。在垃圾填埋场存在的诸多问题中,地下水和土壤污染是主要问题。造成污染的主要原因是渗滤液的产生、堆填区的设计和材料选择不当。因此,解决这一问题需要了解渗滤液与填埋材料的物理化学行为,以及填埋场的设计参数。以三个堆填区(Gokarna、Sisdol和Pokhara)为个案研究,找出渗漏问题,以控制渗滤液迁移。研究了基底材料的导电性、粒径分布和形状。戈卡纳垃圾填埋场没有适当的粘土衬里或其他防止地下水污染的技术。西斯多尔和博卡拉的垃圾填埋场已得到改善,但没有粘土衬里。为了控制渗滤液的迁移,需要适当的地下室和其他设计。基底粘土衬砌的坡度应根据粘土的水力导电性适当调整,防止渗滤液向下移动。同样,排水材料的形状和尺寸的选择对于通气和防止渗滤液堵塞和刺穿基础粘土或土工膜很重要。案例研究表明,未来填埋场的基础设计需要改进。除地下室设计外,还需要设计渗滤液抽吸井和渗滤液植物处理技术。提出了一种既经济又适合发展中国家的地下室设计方案。本文讨论了尼泊尔一些垃圾填埋场在技术实践中存在的一些缺陷,并提出了可以应用于垃圾填埋场建设以减少污染的可能方法。doi: 10.3126/ bg .v11i0.1542尼泊尔加德满都特里布万大学地质系学报,2008年第11卷,第51-60页
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