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基于高通量测序的SBR反应器丝状污泥微生物群落

[Filamentous Sludge Microbial Community of a SBR Reactor Based on High-throughput Sequencing].

作者信息

Hong Ying, Yao Jun-Qin, Ma Bin, Xu Shuang, Zhang Yan-Jiang

机构信息

College of Resources and Environmental Science, Xinjiang University, Urumqi 830046, China.

College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China.

出版信息

Huan Jing Ke Xue. 2018 Jul 8;39(7):3279-3285. doi: 10.13227/j.hjkx.201710150.

Abstract

Samples were collected from a sequencing batch reactor (SBR) to characterize the similarities and differences in microbial community composition in samples using Illumina high-throughput sequencing. The main objective of this study was to characterize changes in microbial community composition during filamentous sludge bulking and control processes. The SBR working volume was 11 L, and the reactors were operated for 399 days in total. High-throughput sequencing results indicated that rich diversity existed in the microbial communities of the seeding sludge. Generally, during sludge bulking, microbial composition decreased, and after the sludge was remediated, the diversity gradually increased. The dominant bacteria in the seeding sludge were , , and , comprising 13.37%, 10.54%, and 8.59% of the community, respectively. After culturing using sodium acetate as the sole carbon source, and increased significantly from the seeding to the bulking sludge, with ranges from 0.1% to 60.14% and from 19.60% to 94.82%, respectively. After the sludge bulking was controlled, the relative abundances of and were 0.1% and 2.32%, respectively. Therefore, we postulate that increases in filamentous and were the main cause for the sludge bulking.

摘要

从序批式反应器(SBR)中采集样本,使用Illumina高通量测序来表征样本中微生物群落组成的异同。本研究的主要目的是表征丝状污泥膨胀及控制过程中微生物群落组成的变化。SBR的工作体积为11升,反应器总共运行了399天。高通量测序结果表明,接种污泥的微生物群落具有丰富的多样性。一般来说,在污泥膨胀过程中,微生物组成减少,污泥修复后,多样性逐渐增加。接种污泥中的优势细菌分别为 、 和 ,分别占群落的13.37%、10.54%和8.59%。以乙酸钠作为唯一碳源培养后,从接种污泥到膨胀污泥, 和 显著增加,范围分别从0.1%到60.14%以及从19.60%到94.82%。控制污泥膨胀后, 和 的相对丰度分别为0.1%和2.32%。因此,我们推测丝状 和 的增加是污泥膨胀的主要原因。

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