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Future landfill emissions and the effect of final cover installation - A case study

机译:未来的垃圾填埋场排放和最终覆盖物安装的效果-案例研究

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摘要

Municipal solid waste (MSW) landfills are potential long-term sources of emissions. Hence, they need to be managed after closure until they do not pose a threat to humans or the environment. The case study on the Breitenau MSW landfill was performed to evaluate future emission levels for this site and to illustrate the effect of final cover installation with respect to long-term environmental risks. The methodology was based on a comprehensive assessment of the state of the landfill and included analysis of monitoring data, investigations of landfilled waste, and an evaluation of containment systems. A model to estimate future emission levels was established and site-specific predictions of leachate emissions were presented based on scenario analysis. The results are used to evaluate the future pollution potential of the landfill and to compare different aftercare concepts in view of long-term emissions. As some leachable substances became available for water flow during cover construction due to a change in the water flow pattern of the waste, a substantial increase in leachate concentrations could be observed at the site (e.g. concentrations of chloride increased from 200 to 800 mg/1 and of ammonia-nitrogen from 140 to about 500 mg/1). A period of intensive flushing before the final cover installation could have reduced the amount of leachable substances within the landfill body and rapidly decreased the leachate concentrations to 11 mg Cl/1 and 79 mg NH4-N/1 within 50 years. Contrarily, the minimization of water infiltration is associated with leachate concentrations in a high range for centuries (above 400 mg Cl/1 and 200 mg NH4-N/I) with low concomitant annual emission loads (below 12 kg/year of Cl or 9 kg/year of NH4-N, respectively). However, an expected gradual decrease of barrier efficiency over time would be associated with higher emission loads of 50 kg of chloride and 30 kg of ammonia-nitrogen at the maximum, but a faster decrease of leachate concentration levels.
机译:城市固体废物(MSW)垃圾填埋场是潜在的长期排放源。因此,需要在封闭后对其进行管理,直到它们不会对人类或环境构成威胁。进行了Breitenau MSW垃圾填埋场的案例研究,以评估该地点未来的排放水平,并说明最终覆盖物安装对长期环境风险的影响。该方法基于对垃圾填埋场状态的全面评估,包括对监测数据的分析,对垃圾填埋场废物的调查以及对围堵系统的评估。建立了一个估计未来排放水平的模型,并基于情景分析提出了特定地点的渗滤液排放预测。结果用于评估垃圾填埋场的未来污染潜力,并根据长期排放量比较不同的善后概念。由于废物水流模式的变化,由于在盖层建造过程中一些可浸出的水可用于水流,因此现场可观察到浸出液的浓度显着增加(例如,氯化物的浓度从200增至800 mg / 1氨氮为140至约500 mg / 1)。在最终的覆盖物安装之前进行一段时间的大量冲洗,可以减少垃圾填埋体内的可浸出物质数量,并在50年内将浸出液浓度迅速降低至11 mg Cl / 1和79 mg NH4-N / 1。相反,水渗透的最小化与几个世纪以来高浓度范围(高于400 mg Cl / 1和200 mg NH4-N / I)的渗滤液浓度相关,同时伴随着较低的年排放负荷(低于12 kg /年的Cl或9)。公斤/年的NH4-N)。但是,随着时间的推移,屏障效率的预期逐渐降低将与最大50千克氯化物和30千克氨氮的更高排放负荷相关,但渗滤液浓度水平的下降速度更快。

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  • 来源
    《Waste Management》 |2011年第7期|p.1522-1531|共10页
  • 作者单位

    Institute for Water Quality, Resource and Waste Management, Vienna University of Technology, Karlsplatz 13, 1040 Vienna, Austria;

    Institute for Water Quality, Resource and Waste Management, Vienna University of Technology, Karlsplatz 13, 1040 Vienna, Austria;

    Institute for Water Quality, Resource and Waste Management, Vienna University of Technology, Karlsplatz 13, 1040 Vienna, Austria;

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