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PREDICTION OF CONTAMINANTS MIGRATION AT UNLINED LANDFILL SITES IN AN ARID CLIMATE - A CASE STUDY

机译:干旱气候中未填埋垃圾场污染物迁移的预测-案例研究

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Landfilling of municipal solid waste (MSW) is associated with the generation of leachate that is highly contaminated. Contaminant migration from disposal areas to groundwater poses a threat to the environment and the human health. This study examined the contaminant migration at a landfill site in Kuwait. The migration characteristics of contaminants were analyzed using advanced computing systems to predict the long-term plume concentration in underlying soils and aquifers located directly below the final waste layer. Mathematical models of contaminant migration were applied to existing landfill sites using MIGRATEv9 computer program to illustrate the scope and extent of soil and water contamination. Two main cases were modeled as follows: (1) water table is deep below landfill and (2) water table is rising into the landfill. The models included advective-dispersion, and buried landfills systems. The comparison between models results suggested that vertical Darcy velocity had a significant impact on migration behavior of contaminants. The concentration was increased by 24.5% by increasing the vertical Darcy velocity from 0.005 to 0.009 m/year. Advection-dispersion models and water rising models with fixed top boundary and aquifer bottom boundary at 2 and 3.5 m showed almost the same migration behavior. In addition, models of buried landfill system where water table was 5 m from ground surface produced a maximum contaminant concentration of 17 630 mg/L after 25 years at 5 m depth.
机译:城市固体废物(MSW)的垃圾填埋与高度污染的渗滤液产生有关。从处置区到地下水的污染物迁移对环境和人类健康构成威胁。这项研究检查了科威特一个垃圾填埋场的污染物迁移情况。使用先进的计算系统分析了污染物的迁移特征,以预测位于最终废物层正下方的基础土壤和含水层中的长期羽流浓度。使用MIGRATEv9计算机程序将污染物迁移的数学模型应用于现有的垃圾填埋场,以说明土壤和水污染的范围和程度。两种主要情况的模型如下:(1)地下水位在垃圾填埋场的深处;(2)地下水位升入垃圾填埋场。这些模型包括对流扩散和掩埋掩埋系统。模型结果之间的比较表明,垂直达西速度对污染物的迁移行为有重大影响。通过将垂直达西速度从0.005增加到0.009 m / year,浓度增加了24.5%。在2和3.5 m处具有固定的顶部边界和含水层底部边界的对流扩散模型和水上升模型显示出几乎相同的迁移行为。此外,地下水位距地面5 m处的掩埋掩埋系统模型在5 m深度下25年后产生的最大污染物浓度为17 630 mg / L。

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