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Two-Phase Flow Modeling of Leachate Injection Effects on Stability of Bioreactor Landfill Slopes

机译:渗滤液注入对生物反应器填埋场边坡稳定性影响的两相流模拟

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In bioreactor landfills, the leachate is recirculated using leachate recirculation systems (LRS) under pressure to enhance municipal solid waste (MSW) degradation and reduce overall settlement period. Pressurized leachate injection leads to higher moisture distribution, which results in faster degradation of MSW. However, the high injection pressure in recirculation system near side slopes can generate excess pore fluid pressures and reduce effective shear strength of MSW, leading to instability of bioreactor landfill slopes. In this study, a numerical two-phase flow modeling is used to predict the moisture distribution, generation and distribution of pore-water and pore-gas pressures, and their impacts on stability of bioreactor landfill slopes in heterogeneous and anisotropic waste conditions at a high injection pressure. Two-phase flow model is preferred because landfill leachate and gas exist simultaneously in unsaturated MSW pores, and the model enables the realistic generation and distribution of moisture and pore pressures through porous MSW. Strength reduction technique was employed to perform slope stability analyses as it takes into account of the transient and spatially varying pore water and gas pressures. The model results were validated based on the published studies using single-phase flow modeling and slope stability analysis under simplified conditions (e.g., homogeneous MSW). This study then simulated the effects of heterogeneous and anisotropic waste conditions by incorporating different waste layers of varying unit weight and saturated hydraulic conductivity. The unsaturated hydraulic properties of MSW with waste dry unit weight of 7.8 kN/m3 were taken based on laboratory studies. Overall, it was concluded that high injection pressure in recirculation systems near side slope and heterogeneous-anisotropic waste properties can greatly affect the stability of bioreactor landfill slope, and therefore, the effects of pore water and gas pressures need to be assessed for stability analyses of bioreactor landfill.
机译:在生物反应器垃圾填埋场中,使用渗滤液再循环系统(LRS)在一定压力下将渗滤液再循环,以增强城市固体废物(MSW)的降解并减少总沉降期。加压渗滤液注入导致较高的水分分布,从而导致城市固体废弃物的降解速度加快。但是,在靠近边坡的再循环系统中,高注入压力会产生过量的孔隙流体压力,并降低城市固体废弃物的有效剪切强度,从而导致生物反应器垃圾填埋场边坡的不稳定性。在这项研究中,使用数值两相流模型来预测水分分布,孔隙水和孔隙气体压力的产生和分布,以及它们在高非均质和各向异性废物条件下对生物反应器垃圾填埋场边坡稳定性的影响。注射压力。最好采用两相流模型,因为垃圾渗滤液和气体同时存在于不饱和MSW孔隙中,并且该模型能够通过多孔MSW实际生成和分布水分和孔隙压力。考虑到瞬态和空间变化的孔隙水和气压,强度折减技术被用于进行边坡稳定性分析。在简化条件下(例如均质城市固体废弃物),使用单相流模型和边坡稳定性分析,基于已发表的研究对模型结果进行了验证。然后,这项研究通过合并具有不同单位重量和饱和水力传导率的不同废物层,模拟了非均质和各向异性废物条件的影响。在实验室研究的基础上,对垃圾干重为7.8 kN / m3的城市固体废弃物的不饱和水力特性进行了测量。总的来说,得出的结论是,在边坡附近的再循环系统中的高注入压力和非均质的各向异性废物性质会极大地影响生物反应器垃圾填埋场边坡的稳定性,因此,需要评估孔隙水和气压的影响,以对生物反应器的稳定性进行分析。生物反应器垃圾填埋场。

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