好氧颗粒污泥降解苯酚

刘国洋, 赵白航, 李军, 王昌稳, 李佟. 好氧颗粒污泥降解苯酚[J]. 环境工程学报, 2014, 8(9): 3645-3650.
引用本文: 刘国洋, 赵白航, 李军, 王昌稳, 李佟. 好氧颗粒污泥降解苯酚[J]. 环境工程学报, 2014, 8(9): 3645-3650.
Liu Guoyang, Zhao Baihang, Li Jun, Wang Changwen, Li Tong. Phenol degradation by aerobic granular sludge[J]. Chinese Journal of Environmental Engineering, 2014, 8(9): 3645-3650.
Citation: Liu Guoyang, Zhao Baihang, Li Jun, Wang Changwen, Li Tong. Phenol degradation by aerobic granular sludge[J]. Chinese Journal of Environmental Engineering, 2014, 8(9): 3645-3650.

好氧颗粒污泥降解苯酚

  • 基金项目:

    国家自然科学基金资助项目(51078008)

    北京市自然科学基金资助项目(8092007)

  • 中图分类号: X703

Phenol degradation by aerobic granular sludge

  • Fund Project:
  • 摘要: 以人工配水启动SBR,逐步提高进水苯酚浓度,探究好氧颗粒污泥对苯酚的降解能力,同时分析苯酚对好氧颗粒污泥特性的影响。经过55 d的运行,进水苯酚浓度逐渐增到3 000 mg/L,苯酚、COD及NH4+-N去除率分别达到了98.33%、97.27%和57.58%,好氧颗粒污泥表现出对苯酚的良好的去除能力。扫描电镜照片显示投加苯酚后的颗粒污泥表面更加光滑,结构更为紧凑。胞外聚合物红外光谱分析表明投加苯酚前后好氧颗粒污泥EPS的主要组分没有明显改变。苯酚毒性刺激了颗粒污泥分泌更多胞外聚合物,胞外聚合物中多糖含量由初始的12.70 mg/g VSS增加到35.17 mg/g VSS,蛋白含量由4.93 mg/g VSS增加到8.01 mg/g VSS。投加苯酚后的污泥粒径明显增大,主要污泥粒径由0.5~2.0 mm增大到2.0 mm以上。
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  • [1] Jiang H., Tay J., Maszenan A. M., et al. Bacterial diversity and function of aerobic granules engineered in a sequencing batch reactor for phenol degradation. Applied and Environmental Microbiology,2004,70(11): 6767-6775
    [2] Adav S. S., Lee D., Ren N. Q. Biodegradation of pyridine using aerobic granules in the presence of phenol. Water Research,2007, 41(13): 2903-2910
    [3] Lemaire R., Webb R. I., Yuan Z. Micro-scale observations of the structure of aerobic microbial granules used for the treatment of nutrient-rich industrial wastewater. The ISME Journal,2008, 2(5): 528-541
    [4] Yi S., Zhuang W., Wu B., et al. Biodegradation of p-nitrophenol by aerobic granules in a sequencing batch reactor. Environmental Science & Technology,2006, 40(7): 2396-2401
    [5] Amor L., Eiroa M., Kennes C., et al. Phenol biodegradation and its effect on the nitrification process. Water Research,2005, 39(13): 2915-2920
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    [8] Watanabe K., Teramoto M., Harayama S. An outbreak of nonflocculating catabolic populations caused the breakdown of a phenol-digesting activated-sludge process.Applied and Environmental Microbiology,1999, 65(7): 2813-2819
    [9] Awwa A. Standard methods for the examination of water and wastewater. Washington, DC Standard Methods for the Examination of Water and Wastewater,1998
    [10] Chou H., Huang J. Comparative granule characteristics and biokinetics of sucrose-fed and phenol-fed UASB reactors. Chemosphere,2005, 59(1): 107-116
    [11] Tay S. T., Moy B. Y., Maszenan A. M., et al. Comparing activated sludge and aerobic granules as microbial inocula for phenol biodegradation. Applied Microbiology and Biotechnology,2005, 67(5): 708-713
    [12] Tay S. T., Moy B. Y., Jiang H., et al. Rapid cultivation of stable aerobic phenol-degrading granules using acetate-fed granules as microbial seed. Journal of Biotechnology,2005, 115(4): 387-395
    [13] Tay J., Jiang H., Tay S. T. High-rate biodegradation of phenol by aerobically grown microbial granules. Journal of Environmental Engineering,2004, 130(12): 1415-1423
    [14] Moy B. P., Tay J. H., Toh S. K., et al. High organic loading influences the physical characteristics of aerobic sludge granules. Letters in Applied Microbiology,2002, 34(6): 407-412
    [15] 魏翔,任洪强,袁粒,等. 苯酚对硝化颗粒污泥性能的影响. 安全与环境学报,2007, 7(2): 46-48 Wei X.,Ren H.Q.,Yuan L.,et al. Effects of phenol on performance of nitrified granules.Journal of Safety and Environment,2007, 7(2): 46-48(in Chinese)
    [16] 徐美燕,赵庆祥,刘颖. 苯酚对生物硝化过程的抑制. 安全与环境学报,2005, 5(1): 43-46 Xu M.Y.,Zhao Q.X.,Liu Y.,et al. Phenol inhibition to biological nitrification process. Journal of Safety and Environment,2005, 5(1): 43-46(in Chinese)
    [17] Chen M. Y., Lee D. J., Tay J. H. Distribution of extracellular polymeric substances in aerobic granules. Applied Microbiology and Biotechnology,2007, 73(6):1463-1469
    [18] Tian Y., Zheng L., Sun D. Functions and behaviors of activated sludge extracellular polymeric substances (EPS): A promising environmental interest. Journal of Environmental Sciences,2006, 18(3): 420-427
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出版历程
  • 收稿日期:  2013-09-04
  • 刊出日期:  2014-09-04
刘国洋, 赵白航, 李军, 王昌稳, 李佟. 好氧颗粒污泥降解苯酚[J]. 环境工程学报, 2014, 8(9): 3645-3650.
引用本文: 刘国洋, 赵白航, 李军, 王昌稳, 李佟. 好氧颗粒污泥降解苯酚[J]. 环境工程学报, 2014, 8(9): 3645-3650.
Liu Guoyang, Zhao Baihang, Li Jun, Wang Changwen, Li Tong. Phenol degradation by aerobic granular sludge[J]. Chinese Journal of Environmental Engineering, 2014, 8(9): 3645-3650.
Citation: Liu Guoyang, Zhao Baihang, Li Jun, Wang Changwen, Li Tong. Phenol degradation by aerobic granular sludge[J]. Chinese Journal of Environmental Engineering, 2014, 8(9): 3645-3650.

好氧颗粒污泥降解苯酚

  • 1.  北京工业大学建筑工程学院北京市水质科学与水环境恢复工程重点实验室, 北京 100124
  • 2.  北京城市排水集团有限公司, 北京 100176
基金项目:

国家自然科学基金资助项目(51078008)

北京市自然科学基金资助项目(8092007)

摘要: 以人工配水启动SBR,逐步提高进水苯酚浓度,探究好氧颗粒污泥对苯酚的降解能力,同时分析苯酚对好氧颗粒污泥特性的影响。经过55 d的运行,进水苯酚浓度逐渐增到3 000 mg/L,苯酚、COD及NH4+-N去除率分别达到了98.33%、97.27%和57.58%,好氧颗粒污泥表现出对苯酚的良好的去除能力。扫描电镜照片显示投加苯酚后的颗粒污泥表面更加光滑,结构更为紧凑。胞外聚合物红外光谱分析表明投加苯酚前后好氧颗粒污泥EPS的主要组分没有明显改变。苯酚毒性刺激了颗粒污泥分泌更多胞外聚合物,胞外聚合物中多糖含量由初始的12.70 mg/g VSS增加到35.17 mg/g VSS,蛋白含量由4.93 mg/g VSS增加到8.01 mg/g VSS。投加苯酚后的污泥粒径明显增大,主要污泥粒径由0.5~2.0 mm增大到2.0 mm以上。

English Abstract

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