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Influence of operations on leachate characteristics in the Aerobic-Anaerobic Landfill Method

机译:好氧-厌氧堆填法中操作对渗滤液特性的影响

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摘要

Landfill aeration is an effective technique for the controlled and sustainable conversion of conventional anaerobic landfills into a biologically stabilized state associated with a significantly lowered or the near elimination of the landfill gas emission potential. For in-situ leachate treatment recycling back the generated leachate in the bioreactor is also a promising technique for reducing pollutants and cost of ex-situ treatment as well. This research has been conducted to ascertain the in-situ treatment of leachate in Aerobic Anaerobic Landfill Method (AALM) compared with aerobic landfill and evaluated the impacts of various leachate recirculation regimes on MSW degradation and to provide data for successful operation in landfill sites. The experiment was conducted using six Plexiglass (R) landfill simulation reactors with a height of 100 cm and a diameter of 15 cm. Air was injected at the rates of 1.6 I/kg DM/h (Low aeration rate) for reactors R-LA, R-LAA (recirculatory) and LAA (non-recirculatory) and 4.81/kg DM/h (High aeration rate) in R-HA, R-HAA (recirculatory), and HAA (non-recirculatory) until day 242. It has been evaluated that R-HAA at high aeration rate achieved higher leachate quantity reduction (36.9%) than low aeration rate reactor R-LAA (19.6%) and AALM provides a better solution to control the temperature within the landfill body. The final NH4+-N concentration in R-HA (214.5 mg/I) was eight times lower than in the R-LA (1741.0 mg/I) reactor, and R-HAA (842.5 mg/I) was about three times lower than R-LAA (2315.4 mg/1) reactor on day 242. The change in leachate recirculation amount at varying moisture content positively affected the stabilization process and in-situ leachate treatment efficiency. The combination of both technologies (intermittent aeration and leachate recirculation) is a feasible way for in-situ leachate treatment, decrease the cost of further ex-situ leachate treatment as well as a viable and cost-saving alternative to continuous aeration. (C) 2018 Elsevier Ltd. All rights reserved.
机译:垃圾填埋场曝气是一种有效的技术,用于将常规厌氧垃圾填埋场控制和可持续地转化为生物稳定状态,从而显着降低或几乎消除了垃圾填埋场的气体排放潜力。对于原位浸出液处理,将产生的浸出液回收回生物反应器中也是减少污染物和异位处理成本的有前途的技术。这项研究旨在确定有氧厌氧垃圾填埋场方法(AALM)与有氧垃圾填埋场相比对渗滤液的原位处理,并评估了各种渗滤液再循环方式对城市固体废弃物降解的影响,并为在垃圾填埋场成功运行提供数据。使用六个高度为100 cm,直径为15 cm的Plexiglass(R)垃圾填埋模拟反应器进行了该实验。对于反应堆R-LA,R-LAA(再循环)和LAA(非再循环),空气以1.6 I / kg DM / h(低充气率)的速率和4.81 / kg DM / h(高充气率)注入在第242天之前,在R-HA,R-HAA(再循环)和HAA(非再循环)中进行了评估。据评估,高曝气速率下的R-HAA比低曝气速率反应堆R的渗滤液减少量更高(36.9%) -LAA(19.6%)和AALM提供了更好的解决方案来控制垃圾填埋场内部的温度。 R-HA(214.5 mg / I)中的最终NH4 + -N浓度比R-LA(1741.0 mg / I)反应器低八倍,R-HAA(842.5 mg / I)则比R-HA(842.5 mg / I)低三倍在第242天使用R-LAA(2315.4 mg / 1)反应器。在不同含水量下渗滤液再循环量的变化对稳定过程和原地渗滤液处理效率产生了积极影响。两种技术(间歇曝气和渗滤液再循环)的结合是一种原位渗滤液处理的可行方法,可以降低进一步异地渗滤液处理的成本,并且是一种可行且节省成本的连续曝气替代方法。 (C)2018 Elsevier Ltd.保留所有权利。

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