Hydrological aspects of an industrial landfill

P. Kängsepp, P. Dahlblom, W. Hogland
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Abstract

A water balance for a landfill in the South-West of Sweden has been performed. The waterbalance is based on measured values of leachate and calculated values of potentialevaporation using Penman's equation. The calculations include a period of 6 years (1995-200 I). During this period, the yearly precipitation was 6 I 0-1180 mm in the Halmstad area. Itwas concluded that the total storage of leachate in the landfill and in the ponds increased withtime. If increasing tendency will proceed then the amount of leachate generated might behigher during the next years and similar to results found in the literature. There is a need forthe more physical based model, the Hydrologic Evaluation of Landfill Performance (HELP)model, for calculation in order to take into account the top cover soils and vegetationinfluence.
工业垃圾填埋场的水文方面
在瑞典西南部的一个垃圾填埋场进行了水平衡。水平衡是基于渗滤液的测量值和使用Penman方程计算的潜在蒸发值。计算的时间跨度为6 a (1995- 200i),在此期间,Halmstad地区年降水量为6 I ~ 1180 mm。结果表明,填埋场和池内渗滤液的总蓄积量随着时间的推移而增加。如果增加的趋势继续下去,那么未来几年产生的渗滤液量可能会更高,与文献中发现的结果相似。为了考虑覆盖层土壤和植被的影响,需要更基于物理的模型——填埋场性能的水文评价(HELP)模型进行计算。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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