首页|半固定生物膜载体耦合改良SBR工艺深度脱氮效能及机理研究

半固定生物膜载体耦合改良SBR工艺深度脱氮效能及机理研究

Study on efficiency and mechanism of advanced nitrogen removal in semi-fixed biofilm carrier coupled improved SBR process

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传统SBR反应器TN去除效果较差,研究采用半固定生物膜载体模块、污泥回流系统和快速进出水系统优化传统SBR工艺,并开展中试试验探讨工艺深度脱氮的效果和机理.结果表明半固定生物膜载体耦合改良SBR工艺在低进水负荷情况下对COD、NH3-N、TN和TP的去除率分别为87.19%、98.24%、63.42%和87.06%,高进水负荷情况下去除率分别为94.34%、98.47%、73.47%和73.73%.通过16S rRNA基因序列和PICRUSt2技术分析,悬浮污泥和生物膜载体的微生物群落存在显著差异.在低进水负荷情况下,悬浮污泥主要负责反硝化,生物膜载体主要负责氨氧化,TN主要通过硝化-反硝化去除.在高进水负荷情况下,悬浮污泥中硝酸盐还原酶的作用逐渐减弱,生物膜载体中厌氧氨氧化和氮的同化作用成为主导,TN主要通过同化作用去除.
The total nitrogen(TN)removal efficiency of traditional SBR reactor is poor.In this study,semi-fixed biofilm carrier module,sludge reflux system and rapid water inlet and outlet system were used to optimize the traditional SBR process,and pilot tests were carried out to explore the effect and mechanism of deep nitrogen removal process.The results showed that the removal rates of COD,NH3-N,TN,and TP by the semi-fixed biofilm carrier coupled improved SBR process under low influent loads were 87.19%,98.24%,63.42%,and 87.06%,respective-ly.The removal rates under high influent loads were 94.34%,98.47%,73.47%,and 73.73%,respectively.Through the analysis of 16S rRNA gene sequence and PICRUSt2 technology,the microbial communities of suspended sludge and biofilm carriers were significantly different.At low influent loads,suspended solids are mainly responsible for denitrification,biofilm carriers are mainly responsible for ammonia oxidation,and TN is mainly removed by nitrification-denitrifica-tion.Under high influent loads,the role of nitrate reductase in suspended sludge gradually weak-ened,anaerobic ammonia oxidation and nitrogen assimilation in biofilm carriers became dominant,and TN was removed mainly by assimilation.

SBR processSemi-fixed biofilm carrierMicrobial communityAdvanced nitrogen removal

刘嘉欣、董浩韬、侯彬、张锐坚、杜至力、唐杰祥、林先环

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中北大学环境与安全工程学院,太原 030000

广州市市政工程设计研究总院有限公司,广州 510098

佛山市南海区狮山美景污水处理有限公司,佛山 528000

广州市第四建筑工程有限公司,广州 510000

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SBR工艺 半固定生物膜载体 微生物群落 深度脱氮

国家自然科学基金面上项目国家自然科学基金青年基金项目广东省基础与应用基础研究基金项目广东省水利科技创新项目

51778164516081402021A15150104992023-03

2024

给水排水
亚太建设科技信息研究院,中国建筑设计研究院,中国土木工程学会

给水排水

CSTPCD北大核心
影响因子:0.8
ISSN:1002-8471
年,卷(期):2024.50(2)
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