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Hyperhaline Municipal Wastewater Treatment of a Processing Zone by Pilot-Scale A/O MBR Part Ⅱ: Nitrogen and Phosphorous Removal

机译:通过先导式A / O MBR部分处理加工区的高素城市废水Ⅱ:氮和磷去除

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An integrated anoxic/aerobic membrane bio-reactor (A/O MBR) was designed to treat hyperhaline municipal wastewater from a processing zone of Tianjin, China. The removal performance of the system to ammonia nitrogen (NH3-N), total nitrogen (TN) and total phosphorus (TP) was investigated, and the contribution of membrane and microbes to pollutant removal was evaluated and discussed The adaptability of the system to a high-loading nitrogen impact was also studied. Experimental results show that the removal efficiencies of NH3-N and TN of the A/O MBR system were approximately 95% and 50%-70%, respectively, during the four-month investigation period Very good nitrogen removal is mainly contributed to the microbial degradation. Membrane interception to nitrogenous matters is insignificant The contribution of membrane interception is to keep nitrifying bacteria (having a long generation cycle) in the reactor, thus strengthening nitrogen removaL Total phosphorus removal of the A/O MBR system was as high as 60%-80%. Such high removal of TP was unexpected since there was only once sludge discharge from the system during four-month operation period, that is traditional biological phosphorus removal cannot be achieved. Nontraditional biological functions (including sludge particle adsorption to phosphoric matters and microbial assimilation) and membrane interception to insoluble phosphoric matters are the main mechanisms of TP removal of the A/O MBR system. Moreover, biological function is predominant. Increase of activated sludge concentration is effective to enhance the TP removal.
机译:设计了一种集成的缺氧/有氧膜生物反应器(A / O MBR),设计用于从中国天津的加工区处理高卤素城市废水。研究了系统的去除性能,对氨氮(NH 3-N),总氮(TN)和总磷(TP)进行了评估,并讨论了系统对A的适应性并讨论了该系统的适应性还研究了高负荷氮撞击。实验结果表明,A / O MBR系统的NH3-N和TN的去除效率分别为约95%和50%-70%,在四个月的调查期间,非常好的氮去除率主要导致微生物降解。膜拦截对氮气截取微不足道,膜截取的贡献是将硝化的细菌(具有长的循环)保持在反应器中,从而强化氮去除总磷去除A / O MBR系统高达60%-80 %。如此高的TP去除是出乎意料的,因为只有在四个月的操作期间从系统中排出污泥排出,即不能实现传统的生物磷去除。非传统生物功能(包括对磷光颗粒吸附和微生物同化)和对不溶性磷光物的膜拦截是TP除去A / O MBR系统的主要机制。此外,生物学功能是主要的。活性污泥浓度的增加有效增强TP去除。

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