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Reliability assessment of bioreactor landfills using Monte Carlo simulation and coupled hydro-bio-mechanical model

机译:蒙特卡罗模拟和水生物力学耦合模型对生物反应堆填埋场的可靠性评估

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HighlightsReliability based performance assessment of bioreactor landfills is performed.Coupled hydro-bio-mechanical model was implemented in a probabilistic framework.Random fields of spatially variable geotechnical properties of MSW were accounted.Compared results of deterministic and probabilistic analysis of bioreactor landfill.The need for reliability based analysis for effective landfill design is emphasized.AbstractThe performance of a bioreactor landfill is highly influenced by the simultaneous interactions of several coupled processes that occur within the landfill. In addition, the high uncertainty and spatial variability in the geotechnical properties of municipal solid waste (MSW) poses significant challenge in accurately predicting the performance of bioreactor landfills. In this study, a 2D coupled hydro-bio-mechanical (CHBM) model was employed to predict the behavior of MSW in bioreactor landfills. The numerical model integrated a two-phase flow hydraulic model, a plane-strain formulation of Mohr-Coulomb constitutive model, and a first order decay biodegradation model. The statistical ranges (mean and standard deviation) of some of the major influential MSW properties were derived from the published studies. Random fields of spatially variable MSW properties were generated following the log-normal distribution. Reliability-based analysis was carried out by performing several realizations of Monte-Carlo simulations and the statistical response of the output results including the moisture distribution, pore fluid pressures, landfill settlement, and interface shear response of the composite liner system were quantified. The results clearly indicate the importance of considering spatial variability of the geotechnical MSW properties and its influence on the performance of bioreactor landfills during leachate injection operations. A comparison of the results with the deterministic analysis was performed to evaluate the relative benefits and to emphasize the need for reliability-based analysis for effective design of bioreactor landfills.
机译: 突出显示 对生物反应堆填埋场进行基于可靠性的性能评估。 耦合的水力生物力学模型是在概率框架中实现的。 MSW的空间可变岩土属性的随机字段均已考虑。 确定性和概率论者的比较结果ic分析生物反应堆填埋场。 强调了基于可靠性的分析才能有效地进行垃圾掩埋设计。 摘要 生物反应器垃圾填埋场的性能会受到以下因素的同时影响:垃圾填埋场中发生的几个耦合过程。此外,城市固体废物(MSW)的岩土特性的高度不确定性和空间变异性对准确预测生物反应器垃圾填埋场的性能提出了重大挑战。在这项研究中,采用二维耦合水-生物-力学(CHBM)模型来预测生物反应器垃圾填埋场中MSW的行为。数值模型集成了两相流水力模型,莫尔-库伦本构模型的平面应变公式和一阶衰减生物降解模型。一些重要的影响城市固体废弃物特性的统计范围(均值和标准差)来自已发表的研究。根据对数正态分布,生成了空间可变MSW属性的随机字段。通过执行蒙特卡洛模拟的几种实现来进行基于可靠性的分析,并对输出结果的统计响应进行定量,包括复合衬砌系统的水分分布,孔隙流体压力,垃圾填埋沉降和界面剪切响应。结果清楚地表明了在渗滤液注入操作过程中考虑岩土MSW特性的空间变异性及其对生物反应器垃圾填埋场性能的影响的重要性。将结果与确定性分析进行了比较,以评估相对收益并强调需要基于可靠性的分析来有效设计生物反应器垃圾填埋场。 < / ce:抽象>

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