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Quantification of leachate discharged to groundwater using the water balance method and the Hydrologic Evaluation of Landfill Performance (HELP) model

机译:利用水平衡法和垃圾填埋场性能水文评估模型量化排放到地下水中的渗滤液

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Landfills are a source of groundwater pollution in Gaza Strip. This study focused on Deir Al Balah landfill, which is a unique sanitary landfill site in Gaza Strip (i.e. it has a lining system and a leachate recirculation system). The objective of this article is to assess the generated leachate quantity and percolation to the groundwater aquifer at a specific site, using the approaches of (ⅰ) the Hydrologic Evaluation of Landfill Performance model (HELP) and (ⅱ) the water balance method (WBM). The results show that when using the HELP model, the average volume of leachate discharged from Deir Al Balah landfill during the period 1997 to 2007 was around, 6800 m~3/year. Meanwhile, the average volume of leachate percolated through the clay layer was 550 m~3/year, which represents around 8% of the generated leachate. Meanwhile, the WBM indicated that the average volume of leachate discharged from Deir Al Balah landfill during the same period was around 7660 m~3/year-about half of which comes from the moisture content of the waste, while the remainder comes from the infiltration of precipitation and re-circulated leachate. Therefore, the estimated quantity of leachate to groundwater by these two methods was very close. However, compared with the measured leachate quantity, these results were overestimated and indicated a dangerous threat to the groundwater aquifer, as there was no separation between municipal, hazardous and industrial wastes, in the area.
机译:垃圾填埋场是加沙地带地下水污染的源头。这项研究的重点是Deir Al Balah垃圾填埋场,这是加沙地带一个独特的卫生垃圾填埋场(即它具有衬里系统和渗滤液再循环系统)。本文的目的是使用(ⅰ)垃圾填埋场性能模型的水文评估(HELP)和(ⅱ)水平衡法(WBM)的方法评估特定地点产生的渗滤液量和渗入地下水层的渗透率)。结果表明,使用HELP模型,1997年至2007年期间,Deir Al Balah垃圾填埋场的平均渗滤液排量约为6800 m〜3 /年。同时,渗入粘土层的渗滤液平均体积为550 m〜3 /年,约占渗滤液生成量的8%。同时,WBM指出,同期Deir Al Balah垃圾填埋场排放的渗滤液平均量约为7660 m〜3 /年,其中一半来自废物的水分,其余来自渗滤。沉淀物和再循环的渗滤液。因此,通过这两种方法估算的渗滤液对地下水的含量非常接近。但是,与测得的渗滤液量相比,这些结果被高估了,表明对地下水蓄水层构成了危险威胁,因为该地区的市政,危险和工业废物之间没有分隔。

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