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降解苯胺和氯苯胺类污染物好氧污泥颗粒化及微生物种群结构分析
引用本文:朱亮,徐向阳,曹丹凤,罗伟国,杨燕妮.降解苯胺和氯苯胺类污染物好氧污泥颗粒化及微生物种群结构分析[J].微生物学报,2007,47(4):654-661.
作者姓名:朱亮  徐向阳  曹丹凤  罗伟国  杨燕妮
作者单位:浙江大学环境与资源学院环境工程系,杭州,310029
基金项目:国家自然科学基金;教育部高等学校博士学科点专项科研基金
摘    要:以序批式气提生物反应器(SABR)为平台,研究了苯胺和氯苯胺类有毒有机废水处理过程好氧污泥颗粒化。结果表明,通过缩短污泥沉降时间、逐步提升目标污染物进水负荷,反应器连续运行3个月,最终在污泥沉降时间5min、COD负荷1.0~3.6kg/(m3.d)、苯胺和氯苯胺负荷1kg/(m3.d)条件下实现污泥颗粒化,COD、苯胺和氯苯胺去除率分别稳定在90%、99.9%以上;获得的成熟好氧颗粒粒径在0.45~2.5mm,SOUR稳定在150mgDO/(gVSS·h)以上,颗粒污泥EPS中PN含量为28.0±1.9mg/gVSS,PN/PS比值为6.5mg/mg,苯胺类比降解速率达0.18g/(g·d);应用PCR-DGGE分子指纹图谱技术分析了稳定运行的颗粒化反应器内好氧污泥微生物种群结构,结果表明好氧颗粒内主要细菌分属β-Proteobacteria、γ-Proteobacteria及Flavobacteria等类群,优势菌为Pseudomonas sp.、Flavobacterium sp.;与已获得的降解氯苯胺好氧颗粒相比,苯胺存在下培养获得的好氧颗粒污泥微生物菌群结构更为丰富。

关 键 词:序批式气提生物反应器  苯胺  氯苯胺  好氧污泥颗粒化  微生物种群结构
文章编号:0001-6209(2007)04-0654-08
收稿时间:2006/11/27 0:00:00
修稿时间:2006-11-272007-05-25

Start-up,formation and microbial community analysis of aerobic granules in SABR for treatment of organic wastewater containing aniline and chloroanilines
ZHU Liang,XU Xiang-yang,CAO Dan-feng,LUO Wei-guo and YANG Yan-ni.Start-up,formation and microbial community analysis of aerobic granules in SABR for treatment of organic wastewater containing aniline and chloroanilines[J].Acta Microbiologica Sinica,2007,47(4):654-661.
Authors:ZHU Liang  XU Xiang-yang  CAO Dan-feng  LUO Wei-guo and YANG Yan-ni
Institution:Department of Environmental Engineering; Zhejiang University; Hangzhou 310029; China;Department of Environmental Engineering; Zhejiang University; Hangzhou 310029; China;Department of Environmental Engineering; Zhejiang University; Hangzhou 310029; China;Department of Environmental Engineering; Zhejiang University; Hangzhou 310029; China;Department of Environmental Engineering; Zhejiang University; Hangzhou 310029; China
Abstract:The granulation of aerobic sludges for high-rate biodegradation of organic wastewater containing aniline and chloroanilines was investigated in a laboratory-scale sequencing airlift bioreactor ( SABR). Aerobic granules were observed in 15 days after start-up in SABR. After subsequent 83 days, SABR was operated sequentially in superficial air velocity of 2.4cm/s, COD loadings of 1.0-3.6kg/(m3 x d) and (chloro-) anilines loadings increased stepwise to 1kg/(m3 x d), a steady-state performance of aerobic granular SABR was achieved at last, as evidenced by high and stable COD and (chloro-) anilines removal efficiencies of above 90% and 99.9%, respectively. Mature granules with median size of 0.45-2.5mm, minimal settling velocity of 62. 1m/h, and SVI of 56mL/g were developed. Aerobic granular sludge displayed noteworthy SOUR, specific (chloro-) anilines degradation rates, PN content and PN/PS ratio in EPS extracts as 154mgDO/(gVSS x h), 0.18g/(gVSS x d), 28.0 +/- 1.9mg/gVSS and 6.5mg/mg respectively, indicating that they had high activity and ability to withstand high (chloro-) anilines loadings. Phylogenetic analysis of (chloro-) anilines-degrading aerobic granules indicated that beta-, gamma-Proteobacteria and Flavobacteria were dominant classes and the predominance bacteria were closely related to Pseudomonas sp. and Flavo-bacterium sp. Compared to chloroanilines-degrading aerobic granules, the population diversity was higher in the aniline and chloroaniline-degrading aerobic granules.
Keywords:sequencing air-lift bioreactor(SABR)  aniline  chloroanilines  aerobic sludge granulation  microbial population structure
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