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Numerical Model For A Watering Plan To Wash Out Organic Matter From The Municipal Solid Waste Incinerator Bottom Ash Layer In Closed System Disposal Facilities

机译:封闭系统处置设施中城市生活垃圾焚化炉底灰层中有机物淋洗方案的数值模型

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Bottom ash from municipal solid waste incineration (MSWI) is a main type of waste that is landfilled in Japan.The long-term elution of organic matter from the MSW1 bottom ash layers is a concern because maintenance and operational costs of leachate treatment facilities are high.In closed system disposal facilities (CSDFs), which have a roof to prevent rainfall from infiltrating into the waste layers, water must be supplied artificially and its quantity can be controlled.However, the quantity of water needed and how to apply it (the intensity, period and frequency) have not been clearly defined.In order to discuss an effective watering plan, this study proposes a new washout model to clarify a fundamental mechanism of total organic carbon (TOC) elution behavior from MSWI bottom ash layers.The washout model considers three phases: solid, immobile water and mobile water.The parameters, including two mass transfer coefficients of the solid-immobile water phases and immobile-mobile water phases, were determined by one-dimensional column experiments for about 2 years.The intensity, period and frequency of watering and other factors were discussed based on a numerical analysis using the above parameters.As a result, our washout model explained adequately the elution behavior of TOC from the MSWI bottom ash layer before carbonation occurred (pH ~ 8.3).The determined parameters and numerical analysis suggested that there is a possibility that the minimum amount of water needed for washing out TOC per unit weight of MSWI bottom ash layer could be determined, which depends on the two mass transfer coefficients and the depth of the MSWI bottom ash layer.Knowledge about the fundamental mechanism of the elution behavior of TOC from the MSWI bottom ash layer before carbonation occurs, clarified by this study, will help an effective watering plan in CSDFs.
机译:来自城市固体废物焚烧(MSWI)的底灰是日本填埋的主要废物。由于渗滤液处理设施的维护和运营成本很高,因此需要从MSW1底灰层中长期洗脱有机物。在封闭系统处置设施(CSDF)中,该设施的屋顶可以防止雨水渗入废物层,因此必须人工供应水并且可以控制其数量。但是,所需的水量以及如何使用(为了讨论有效的浇水计划,本研究提出了一种新的冲洗模型,以阐明MSWI底灰层中总有机碳(TOC)洗脱行为的基本机理。该模型考虑了固体,固定水和流动水三个阶段,参数包括固体-固定水相和固定-流动水pH的两个传质系数通过一维柱实验确定了大约2年的时间,并基于上述参数进行了数值分析,讨论了浇水的强度,时间和频率以及其他因素,结果我们的洗脱模型充分说明了洗脱行为碳酸化前(pH〜8.3),MSWI底灰层中TOC的含量。确定的参数和数值分析表明,每单位重量MSWI底灰层中洗出TOC所需的最小水量可能为通过两个传质系数和MSWI底灰层深度的确定,确定本研究澄清的关于在碳化之前TOC从MSWI底灰层中洗脱TOC的基本机理的知识将有助于有效CSDF中的浇水计划。

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