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A laboratory investigation of the effects of water content and waste composition on leachate and gas generation from simulated MSW

机译:实验室研究水和废物成分对模拟城市固体废弃物渗滤液和气体产生的影响

摘要

Leachate emitted by landfilled municipal solid waste may cause many and cumulativeudadverse effects ranging from health problems to environmental impacts. South Africa isudone of the few countries in the developing world to have a sound regulatory frameworkudfor waste disposal by landfill. Municipal solid waste, however, is not differentiated byudcontent. It is well established that the characteristics of waste produced by affluentudsuburbs are very different from poor suburbs and informal settlements. The regulatoryudframework for landfilling is presented as a set of the Minimum Requirements thatudspecifies the design of landfills on the basis of the potential to generate leachate and theudtype of waste being disposed. The current study interrogates aspects of the MinimumudRequirements classification system, namely the classification of waste and climatic waterudbalance. The climatic water balance is used as a guiding tool to assess the potential for audlandfill to generate leachate. The end result of this classification is a determination of theudproposed site falls under B+ (water surplus) or B- (water deficient) class. The MinimumudRequirements ensure that all sites which fall under the B+ class must be equipped with anudunderliner owing to the potential for leachate generation, while B- sites do not require anyudunderliner since leachate will be only generated sporadically. However, there is nouddifferentiation on the basis of the content of municipal solid waste from rich and poorudsuburbs. The present study investigates the generation of leachate from landfills situatedudon the borderline between B+ and B- sites, as well as the degradation of refuse having audrange of basic constituents, and representing waste from rich and poor suburbs, as well asuda mixture of the two.udLaboratory lysimeters were filled with synthetic waste consisting of varying proportionsudof paper, putrescible material (grass cuttings) and coal ash (power station fly ash wasudused to ensure consistency). This was intended mimic the waste coming from “poor” andud“rich” suburbs in South Africa. The effect of waste types grading from “poor” to “rich”udon leachate quality was investigated. It has been found that a content of 60 % of ash on auddry mass basis, characterizing poor waste, has a neutralizing capacity which results in audbetter leachate quality than waste with little or no ash, mimicking rich waste. It has beenudalso established that poor waste has lower leachate generation rates than a 1:1 mix ofudpoor and rich waste as well as rich waste alone. A range of water applications was madeudbracketing the climatic divide between B+ and B-. It was also established that poor wasteudis characterized by high degradation owing to the high percentage of ash as compared toudash deficient rich waste. It was also noted that different standards for landfills receivingudeither only poor or only rich waste under the same climatic conditions (B+ and B-) in theudMinimum Requirements may be advantageous. A relaxation of Minimum Requirementsudfor landfills receiving poor waste could significantly reduce the cost of establishing audlandfill under this range of climatic water balance conditions.
机译:垃圾掩埋的城市固体废物排放的渗滤液可能引起许多累积性的危害,从健康问题到环境影响。南非是发展中国家为健全垃圾掩埋场处置制定健全监管框架的少数国家。但是,市政固体废物不能通过 udcontent进行区分。众所周知,富裕的郊区产生的废物的特征与贫穷的郊区和非正式住区有很大不同。填埋场的法规 udframe是一组最低要求,它根据产生渗滤液的可能性和所处置废物的类型来指定填埋场的设计。当前研究询问了最低 udRequires分类系统的各个方面,即废物和气候水 udbalance的分类。气候水平衡被用作评估填埋场产生渗滤液的潜力的指导工具。此分类的最终结果是确定提议的站点属于B +(水剩余量)或B-(水缺乏)类别。 Minimum udRequirements可确保所有B +类场所都必须配备 udunderliner,因为有可能产生渗滤液,而B-站点则不需要任何 udunderliner,因为渗滤液只会偶尔产生。但是,没有根据城市富人和穷人城市郊区生活垃圾的含量进行区分。本研究调查了位于B +和B-交界处的垃圾填埋场中渗滤液的产生,以及具有基本成分超过一定范围的垃圾的降解,这些垃圾代表了富人和贫困郊区以及实验室测渗仪中充满了由不同比例的合成废料 udof纸,易腐烂的材料(草屑)和煤灰(为了确保稠度而使用了电厂飞灰)。这旨在模仿来自南非“贫穷”和“富裕”郊区的废物。研究了废物类型从“差”到“丰富” 乌冬面渗滤液质量的影响。已经发现,以干质量计,灰分含量为60,表现出较差的废物,具有中和能力,与没有灰分或没有灰分的废物相比,其渗滤液质量更好,可以模拟丰富的废物。还已经确定,劣质废物的渗滤液生成率低于劣质废物与富废物以及仅富废物的1:1混合。进行了一系列的水应用,以突显出B +和B-之间的气候鸿沟。还已经确定,与缺乏灰分的富废物相比,由于灰分的百分比高,贫穷的废物以高降解为特征。还应注意,在最低要求中,在相同的气候条件(B +和B-)下仅接收贫乏垃圾或仅富裕垃圾的填埋场的不同标准可能是有利的。放宽对垃圾少的垃圾填埋场的最低要求 ud,可以在此范围的气候水平衡条件下显着降低建立 ud垃圾场的成本。

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    Mudau Avhasei;

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