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SBR和SABR中好氧降解4-氯苯胺颗粒的形成与特性比较研究

A comparative study on the formation and characterization of aerobic 4-chloroaniline-degrading granules in SBR and SABR.

作者信息

Zhu Liang, Xu Xiangyang, Luo Weiguo, Tian Zhijuan, Lin Haizhuan, Zhang Nini

机构信息

Department of Environmental Engineering, Zhejiang University, Hangzhou, China.

出版信息

Appl Microbiol Biotechnol. 2008 Jul;79(5):867-74. doi: 10.1007/s00253-008-1476-4. Epub 2008 May 1.

Abstract

The formation and characterization of the aerobic 4-chloroaniline-degrading granules in the three column-type sequencing batch reactors were investigated in this paper. The granular sludge was observed since 15 days after start-up in R2 and R3 which had the high ratio of height to diameter (H/D). Since then and within the subsequent 75 days, the granulation of aerobic sludge was apparently developed by the decreased settling time and gradually increased 4-chloroaniline (4-ClA) concentration to above 400 mg.L(-1) in R1 to R3. The aerobic granules tended to be mature in all reactors continuously operated with 4-ClA loading rates of around 800 g.m(-3).d(-1), and the removal efficiencies of chemical oxygen demand, total nitrogen, and 4-ClA were maintained above 93%, 70%, and 99.9%, respectively. Mature aerobic granules in R1 to R3 featured with the average diameter of 0.78, 1.68, and 1.25 mm, minimal settling velocity of 20.5, 70.1 and 66.6 m.h(-1), specific 4-ClA degradation rates of 0.14, 0.21, and 0.27 g.gVSS(-1).d(-1), and the ratio of proteins to polysaccharides of 8.2, 10.8, and 13.7 mg.mg(-1), respectively. This study demonstrates that the reactor with a high H/D ratio and internal circulation favors the granulation and stabilization of aerobic sludge.

摘要

本文研究了三个柱式序批式反应器中好氧4-氯苯胺降解颗粒的形成与特性。在高径比(H/D)较大的R2和R3中,启动15天后观察到颗粒污泥。此后,在随后的75天内,通过缩短沉降时间以及将R1至R3中的4-氯苯胺(4-ClA)浓度逐渐提高至400 mg.L(-1)以上,好氧污泥的颗粒化明显发展。在所有以约800 g.m(-3).d(-1)的4-ClA负荷率连续运行的反应器中,好氧颗粒趋于成熟,化学需氧量、总氮和4-ClA的去除效率分别保持在93%、70%和99.9%以上。R1至R3中的成熟好氧颗粒平均直径分别为0.78、1.68和1.25 mm,最小沉降速度分别为20.5、70.1和66.6 m.h(-1),4-ClA的比降解速率分别为0.14、0.21和0.27 g.gVSS(-1).d(-1),蛋白质与多糖的比例分别为8.2、10.8和13.7 mg.mg(-1)。本研究表明,具有高H/D比和内部循环的反应器有利于好氧污泥的颗粒化和稳定化。

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