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首页> 外文期刊>Waste Management >Settlement Analysis Of Fresh And Partially Stabilised Municipal Solid Waste In Simulated Controlled Dumps And Bioreactor Landfills
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Settlement Analysis Of Fresh And Partially Stabilised Municipal Solid Waste In Simulated Controlled Dumps And Bioreactor Landfills

机译:模拟受控转储和生物反应器垃圾填埋场中新鲜和部分稳定的城市固体废物的沉降分析

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摘要

The patterns of settlement of fresh as well as partially stabilised municipal solid waste (MSW), undergoing degradation in five different landfill lysimeters, were studied elaborately. The first two lysimeters, Rl and R2, contained fresh MSW while the other three lysi-meters, R3, R4 and R5, contained partially stabilised MSW. Rl and R3 simulated conventional controlled dumps with fortnightly disposal of drained leachate. R2 and R4 simulated bioreactor landfills with leachate recirculation. Fortnightly water flushing was done in R5. Settlement of MSW, monitored over a period of 58 weeks, was correlated with the organic carbon content of leachate and residual volatile matter in the MSW to establish the relationship between settlement and organic destruction. Compressibility parameters such as modulus of elasticity and compression indices were determined and empirical equations were applied for the settlement data. Overall settlements up to 49% were observed in the case of landfill lysimeters, filled with fresh MSW. Landfill lysimeters with liquid addition, in the form of leachate or water, experienced lower primary settlements and higher secondary settlements than conventional fills, where no liquid addition was practised. Modified secondary compression indices for MSW in lysimeters with leachate recirculation and flushing were 30%-44% higher than that for lysimeters where no liquid addition was done. Secondary settlements in bioreactor landfills were found to vary exponentially with time.
机译:详细研究了在五个不同的垃圾填埋场渗滤仪中发生降解的新鲜以及部分稳定的城市固体废物(MSW)的沉降方式。前两个溶血仪R1和R2包含新鲜的MSW,而其他三个溶血仪R3,R4和R5包含部分稳定的MSW。 R1和R3模拟了常规控制的垃圾堆,每两周处理一次沥出的​​沥滤液。 R2和R4具有渗滤液再循环的模拟生物反应器垃圾填埋场。在R5中每两周进行一次水冲洗。在58周的时间内对城市固体废弃物的沉降进行了监测,并将其与渗滤液中的有机碳含量和城市固体废弃物中的残留挥发物相关联,以建立沉降与有机破坏之间的关系。确定诸如弹性模量和压缩指数之类的可压缩性参数,并将经验方程式应用于沉降数据。使用新鲜的城市固体废弃物的填埋式渗漏计,总体沉降高达49%。与未添加液体的传统填埋场相比,以渗滤液或水形式添加液体的垃圾填埋场渗漏计的主要沉降量和次要沉降量要高。在渗滤液再循环和冲洗过程中,渗滤液中MSW的二次压缩指数比未添加液体的渗滤液中的二次压缩指数高30%-44%。发现生物反应器垃圾填埋场的次生沉降随时间呈指数变化。

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