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Aerobic granular sludge to treat paper mill effluent: organic matter removal and sludge filterability

机译:好氧颗粒污泥处理造纸厂废水:去除有机物和污泥可过滤性

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Recently, researchers working with aerated bioreactors identified a different microbial organization in the form of aerobic granules. In this configuration, bacteria clump together more tightly than conventional floc, which reduces biofilm formation on the membrane surface of membrane bioreactors and allows higher flux for longer time periods during filtration. This study examined the possible formation of aerobic granules treating paper mill effluent and compared the removal efficiency of organic matter from granular with the conventional flocculent sludge. The filterability of both types of sludge was also compared. Two reactors were operated in parallel with aerobic granular and flocculent sludge. Both systems achieved very high Biochemical oxygen demand (BOD5) and chemical oxygen demand (COD)-removal efficiencies. Sludge filtration tests showed a higher critical flux for granular sludge with total suspended solids (TSS) equal to 2,700mgL(-1). However, the opposite behavior was observed when the reactors were operated with a TSS value of 4,400mgL(-1).
机译:最近,与充气生物反应器一起工作的研究人员以好氧颗粒的形式发现了一种不同的微生物组织。在这种构造中,细菌比常规絮凝物更紧密地聚集在一起,这减少了膜生物反应器膜表面上的生物膜形成,并在过滤过程中允许较长时间的较高通量。这项研究检查了处理造纸厂废水的好氧颗粒的可能形成,并将颗粒状有机污泥与常规絮凝污泥的去除效率进行了比较。还比较了两种污泥的可过滤性。两个反应器与好氧颗粒和絮凝污泥并联运行。两种系统均具有很高的生化需氧量(BOD5)和化学需氧量(COD)去除效率。污泥过滤测试表明,对于颗粒状污泥,其总悬浮固体(TSS)等于2,700mgL(-1)的临界通量更高。但是,当反应堆的TSS值为4,400mgL(-1)时,观察到相反的行为。

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