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生物营养物去除系统中的膨胀污泥。

Bulking sludge in biological nutrient removal systems.

作者信息

Martins Antönio M P, Heijnen Joseph J, van Loosdrecht Mark C M

机构信息

Department of Biochemical Engineering, Delft University of Technology, Julianalaan 67, 2628 BC Delft, The Netherlands.

出版信息

Biotechnol Bioeng. 2004 Apr 20;86(2):125-35. doi: 10.1002/bit.20029.

Abstract

Bulking sludge problems are commonly reported in biological nutrient removal (BNR) systems. This has led to the general belief that intrinsic BNR conditions favor the growth of undesirable and excessive filamentous bacteria. The present study shows that other factors have a major role in bulking, and not the BNR conditions. These factors have been verified in well-controlled, strictly anoxic-aerobic and strictly anaerobic-aerobic sequencing batch reactor systems. The experimental results show that conditions known to be responsible for bulking sludge in aerobic systems (i.e., low concentration of electron donor and/or electron acceptor) did not lead to bulking. Even when acetate was present at very low concentrations in the aerobic stage of an anaerobic-aerobic bio-P system, the sludge settleability remained very good. This clearly demonstrates that good bio-P activity can stabilize and improve sludge settleability. The presence of microaerophilic conditions in the anoxic stage of the anoxic-aerobic system was the only factor leading to worsening sludge settling characteristics. The results are discussed in light of our previous hypothesis about the importance of diffusion-limited substrate uptake for the development of filamentous structures in biological flocs. The hypothesis is extended to anaerobic-aerobic and anoxic-aerobic conditions, typical of BNR-activated sludge systems. Taking into account the effect of feeding patterns on biochemical rates and on the development of filamentous bacterial structures, we recommend the adoption of plug-flow selector configurations, with strictly anaerobic and/or strictly anoxic conditions, wherein microaerophilic conditions are excluded, in order to maintain reliable and robust BNR performance.

摘要

在生物脱氮除磷(BNR)系统中,污泥膨胀问题屡见不鲜。这使得人们普遍认为,BNR的内在条件有利于不良且过量的丝状菌生长。本研究表明,其他因素在污泥膨胀中起主要作用,而非BNR条件。这些因素已在严格控制的、严格缺氧-好氧和严格厌氧-好氧的序批式反应器系统中得到验证。实验结果表明,在好氧系统中已知会导致污泥膨胀的条件(即电子供体和/或电子受体浓度低)并未引发污泥膨胀。即使在厌氧-好氧生物除磷系统的好氧阶段乙酸盐浓度极低时,污泥沉降性能依然良好。这清楚地表明良好的生物除磷活性能够稳定并改善污泥沉降性能。在缺氧-好氧系统的缺氧阶段存在微好氧条件是导致污泥沉降特性变差的唯一因素。结合我们之前关于扩散限制底物摄取对生物絮体中丝状结构形成的重要性的假设对结果进行了讨论。该假设扩展到了BNR活性污泥系统典型的厌氧-好氧和缺氧-好氧条件。考虑到进料方式对生化速率和丝状细菌结构形成的影响,我们建议采用推流选择器配置,保持严格厌氧和/或严格缺氧条件,排除微好氧条件,以维持可靠且稳定的BNR性能。

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