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Removal of organic micro-pollutants from solid waste landfill leachate in membrane bioreactor operated without excess sludge discharge

机译:膜生物反应器中固体垃圾填埋场渗滤液中有机微量污染物的去除,无过多的污泥排放

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Two-stage membrane bioreactor (MBR) system was applied to the treatment of landfill leachate from a solid waste disposal site in Thailand. The first stage anoxic reactor was equipped with an inclined tube module for sludge separation. It was followed by an aerobic stage with a hollow fiber membrane module for solid liquid separation. Mixed liquor sludge from the aerobic reactor was re-circulated back to anoxic reactor in order to maintain constant mixed liquor suspended solids (MLSS) concentration in the aerobic reactor. The removal of micro-pollutants from landfill leachate along the treatment period of 300 days was monitored. The results indicated that two-stage MBRs could remove biochemical oxygen demand (BOD), chemical oxygen demand (COD) and NH _4 ~+ by 97, 87 and 91% at steady operating condition. Meanwhile organic micro-pollutant removals were 50-76%. The removal efficiencies varied according to the hydrophobic characteristic of compounds but they were improved during long-term MBR operation without sludge discharge.
机译:两级膜生物反应器(MBR)系统用于处理来自泰国固体废物处理场的垃圾渗滤液。第一步缺氧反应器配备有倾斜管模块,用于污泥分离。随后是带有中空纤维膜组件的好氧阶段,用于固液分离。将来自好氧反应器的混合液污泥再循环回缺氧反应器,以保持好氧反应器中混合液悬浮固体(MLSS)的浓度恒定。监测了300天处理期间从垃圾渗滤液中去除的微量污染物。结果表明,在稳定运行条件下,两级MBR可以分别去除97%,87%和91%的生化需氧量(BOD),化学需氧量(COD)和NH _4〜+。同时,有机微污染物的去除率为50-76%。去除效率根据化合物的疏水特性而有所不同,但在长时间的MBR操作过程中可以提高去除率,而不会产生污泥。

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