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Large-Scale Model Experiments on Multi-field interactions in Landfills of Municipal Solid Waste

机译:城市生活垃圾填埋场多场相互作用的大规模模型试验

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The experiments are conducted in a large-scale model facility with three testing cells, each cell is 5m in length, 5m in width and 7.5m in depth, to a better understand of the multi-field interactions in MSWs with high food waste content. Operations done in the first cell in the past 4.5 months are as follows: Filling of 91.3 tons crude MSWs, vertical loading of 33kPa on the top, water level drawdown and refilling tests. The cumulative volume of effluent leachate increased to nearly 27.3m~3 in the 4.5 months, and the leachate production rate (mass ratio of leachate quantity over burial waste) achieved to 0.30. The leachate level built up to nearly 87% of initial burial thickness of the waste layer after waste filling, then developed to over 100% after vertical loading, demonstrating a rapid build-up of high leachate level. The coefficient of earth pressure at rest K_0 was measured in the range of 0.13~0.25, and the unit weight of MSW was obtained as 7.5~12.5kN/m~3. The cumulative settlement increased to over 2.0 m, and the modified primary compression index C(?)_c was obtained as 0.24, while the modified secondary compression index C(?)_a ranged from 0.03 to 0.035. The results of selected TDR probes are reliable to the variation of volumetric moisture content caused by the rise and fall of leachate level, but a deviation may come out when compared to the results based on weight-volume calculations. Temporal trends of pH, COD in leachate and LFG compositions indicated that the waste has experienced initial adjustment phase, transition phase and acid formation phase in the past 4.5 months.
机译:实验是在具有三个测试单元的大型模型设施中进行的,每个单元的长度为5m,宽度为5m,深度为7.5m,以更好地了解具有高食物垃圾含量的MSW中的多场相互作用。在过去的4.5个月中,第一个单元进行的操作如下:填充91.3吨粗制城市固体垃圾,顶部垂直装载33kPa,水位下降和重新填充测试。在4.5个月内,出水渗滤液的累积量增加到近27.3m〜3,渗滤液的生产率(渗滤液量与埋葬废物的质量比)达到0.30。垃圾填埋后,渗滤液水平达到废物层初始掩埋层厚度的近87%,然后在垂直加载后发展至100%以上,这表明高渗滤液水平迅速建立。测得的静止土压力系数K_0为0.13〜0.25,MSW单位重量为7.5〜12.5kN / m〜3。累积沉降增加到2.0 m以上,修正主压缩指数C(α)_c为0.24,修正副压缩指数C(α)_a为0.03至0.035。选定的TDR探针的结果对于由渗滤液水平的上升和下降引起的体积水分含量的变化是可靠的,但是与基于重量-体积计算的结果相比可能会出现偏差。 pH,COD在渗滤液和LFG组合物中的时间趋势表明,在过去的4.5个月中,废物经历了初始调整阶段,过渡阶段和酸形成阶段。

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