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首页> 外文期刊>Journal of Environmental Management >Efficient nitrogen removal from synthetic domestic wastewater in a novel step-feed three-stage integrated anoxic/oxic biological aerated filter process through optimizing influent flow distribution ratio
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Efficient nitrogen removal from synthetic domestic wastewater in a novel step-feed three-stage integrated anoxic/oxic biological aerated filter process through optimizing influent flow distribution ratio

机译:通过优化进水流量分配比的新型分步进料三级缺氧/缺氧生物曝气生物滤池工艺有效去除合成生活污水中的氮

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In this study, a novel step-feed three-stage integrated anoxic/oxic biological aerated filter (STIAOBAF) process was developed to enhance nitrogen removal from the synthetic domestic wastewater through optimizing influent flow distribution ratio (IFDR) for three stage reactors (R1, R2, R3). Long-term operation demonstrated that the maximum nitrogen removal efficiency was achieved at the IFDR of 30%:50%:20%. The corresponding effluent total nitrogen (TN) was less than 10 mg/L, superior to the first A grade discharge standard of China (Effluent TN 15 mg/L). The IFDR was further optimized to 32%:49%:19% by response surface methodology (RSM) model, thus obtaining the highest TN removal efficiency of 81.4%. Nitrogen profiles suggested the 2nd stage reactor was the greatest significant contributor for nitrogen removal of the whole system. Microbial community analysis revealed that Chloroflexi, Bacteroidetes, Firmicutes, and Acidobacteria were abundant in anoxic zones, while Planctomycetes, Bacteroidetes and Verrucomicrobia were rich in oxic zones. Nitrogen removal-associated functional bacterial groups (Nitrospira, Thauera, Azospira and Candidatus Kuenenia) were also identified, supporting high-rate nitrogen removal through the combination of anoxic denitrification with aerobic simultaneous nitrification and denitrification (SND). The STIAOBAF will offer a compact and robust alternative for advanced nitrogen removal from the sewage.
机译:在这项研究中,开发了一种新型的分步进料三级缺氧/氧气生物曝气生物滤池(STIAOBAF)工艺,以通过优化三级反应器(R1)的进水流量分配比(IFDR)来提高合成生活污水中的氮去除率。 R2,R3)。长期运行表明,在IFDR为30%:50%:20%时达到了最大的脱氮效率。相应的废水总氮(TN)小于10 mg / L,高于中国的一级A级排放标准(废水TN <15 mg / L)。通过响应表面方法(RSM)模型将IFDR进一步优化为32%:49%:19%,从而获得最高的TN去除效率81.4%。氮谱表明,第二级反应器是整个系统脱氮的最大贡献者。微生物群落分析表明,缺氧区的绿叶弯曲菌,拟杆菌,硬毛和酸性细菌丰富,而缺氧区的菌菌,拟杆菌和疣状微生物丰富。还确定了与除氮相关的功能细菌群(硝化螺菌,Thauera,偶氮螺菌和白色念珠菌),通过缺氧反硝化与有氧同时硝化反硝化(SND)的结合来支持高速率除氮。 STIAOBAF将提供紧凑而坚固的替代方案,用于从污水中进行高级脱氮。

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