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Nitrification Comparison between Synthetic Wastewater and Secondary Effluent Using Membrane-Aerated Biofilm Reactor (MABR) Process

机译:膜曝气生物膜反应器(MABR)工艺对合成废水和二级废水的硝化作用比较

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Two pilot-scale membrane aerated biofilm reactors (MABR) were operated for over 530 daysto compare the nitrification in both synthetic wastewater and secondary effluent, and toexamine the impacts of hydrodynamic shear caused by adjusting effluent recirculation onammonia removal. The results showed that secondary effluent had enhanced the nitrifyingbiofilm formation and/or detention. The ammonia removal efficiencies up to 0.262±0.024 and0.252±0.023 kgN/m~3/d were achieved for synthetic wastewater and secondary effluent,respectively. An optimum fluid mixing existed so that the balance between biofilm detachmentand substrate mass transfer can be maintained for maximum oxidation capacity. Furthermore,the optimum mixing conditions were found to be dependent of influent composition. Furtherevaluation shows that low mixing intensity is a good strategy for the initiation of nitrifyingbiofilm in MABR, especially for the treatment of wastewater of no organic carbon.
机译:两个中试规模的曝气生物膜反应器(MABR)运行了530天以上,以比较合成废水和次级废水中的硝化作用,并研究调整废水再循环对去除氨气所产生的流体动力剪切的影响。结果表明,二级废水增强了硝化生物膜的形成和/或滞留。合成废水和二级废水的除氨效率分别达到0.262±0.024和0.252±0.023 kgN / m〜3 / d。存在最佳的流体混合,从而可以保持生物膜分离和基质传质之间的平衡,以实现最大的氧化能力。此外,发现最佳混合条件取决于进水组成。进一步评估表明,低混合强度是引发MABR中硝化生物膜的良好策略,特别是对于处理无有机碳的废水。

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