碳源及反硝化芽孢杆菌强化低C/N比景观水体的生物脱氮

缪鑫昕, 张磊, 谈曙明, 訾小利, 胡南. 碳源及反硝化芽孢杆菌强化低C/N比景观水体的生物脱氮[J]. 环境工程学报, 2013, 7(5): 1661-1664.
引用本文: 缪鑫昕, 张磊, 谈曙明, 訾小利, 胡南. 碳源及反硝化芽孢杆菌强化低C/N比景观水体的生物脱氮[J]. 环境工程学报, 2013, 7(5): 1661-1664.
Miao Xinxin, Zhang Lei, Tan Shuming, Zi Xiaoli, Hu Nan. Strengthening nitrogen removal from low C/N landscape water by adding carbon source or Bacillus subtilis FS05[J]. Chinese Journal of Environmental Engineering, 2013, 7(5): 1661-1664.
Citation: Miao Xinxin, Zhang Lei, Tan Shuming, Zi Xiaoli, Hu Nan. Strengthening nitrogen removal from low C/N landscape water by adding carbon source or Bacillus subtilis FS05[J]. Chinese Journal of Environmental Engineering, 2013, 7(5): 1661-1664.

碳源及反硝化芽孢杆菌强化低C/N比景观水体的生物脱氮

  • 基金项目:

    国家"973"重点基础研究发展规划项目(2009CB724700)

  • 中图分类号: X17

Strengthening nitrogen removal from low C/N landscape water by adding carbon source or Bacillus subtilis FS05

  • Fund Project:
  • 摘要: 实验探讨了添加碳源及投加反硝化细菌对低碳氮比景观水体生物脱氮的影响。结果表明,有机碳源及B. subtilis FS05均能显著促进实验水体的生物脱氮作用,实验水体在28℃静置72 h后,乙醇添加组的TN、氨氮、硝酸盐及亚硝酸盐的去除率分别达到了62.7%、67.0%、69.8%和29.4%,而同样条件下,B. subtilis FS05投加组的去除率分别达到了66.9%、73.4%、66.0%和82.2%。从水质变化趋势可以看出,投加B. subtilis FS05能在更短时间内完成生物脱氮过程,其中,硝酸盐和亚硝酸盐去除速率最快,分别仅需要18 h和12 h。
  • [1] Gupta A.B., Gupta S.K. Simultaneous carbon and nitrogen removal from high strength domestic wastewater in an aerobic RBC biofilm. Water Res., 2001, 35(7): 1714-1722
    [2] 孙锦宜.含氮废水处理技术与应用.北京: 化学工业出版社, 2004. 164-168
    [3] 朱强, 任汇东, 任良志, 等. 景观水体治理技术的研究. 环境科学与管理, 2009, 34(5): 88-91 Zhu Q., Ren H. D., Ren L. Z., et al. The research of landscape water treatment technology. Environmental Science and Management, 2009, 34(5): 88-91(in Chinese)
    [4] 皱平, 江霜英, 高延耀. 城市景观水的处理方法. 中国给水排水, 2003, 19(2): 24-25 Zou P., Jiang S. Y., Gao T. Y. Methods of treatment of urban landscape water. China Water & Wastewater, 2003, 19(2): 24-25(in Chinese)
    [5] 龚云华, 高廷耀. 废水处理同时硝化/反硝化脱氮技术现状与展望. 煤矿环境保护, 2001, 15(5): 17-21 Gong Y. H., Gao T. Y. The present situation and expectation of technologies for biological nitrogen removal from wastewater by simultaneous nitrification and denitrification(SND). Coal Mine Environmental Protection, 2001, 15(5): 17-21(in Chinese)
    [6] Robertson L. A. Aerobic denitrification in various heterotrophic nitrifies. Antonie van Leeuwenhoek, 1989, 56(4): 289-299
    [7] Van Niel E.W.J. Nitrification by heterotrophic denitrifies and its relationship to autotrophic nitrification. Delft: Delft University of Technology, 1991
    [8] 叶建锋. 废水生物脱氮处理新技术. 北京: 化学工业出版社, 2006. 3-32
    [9] 徐亚同. 废水的硝化作用. 环境科学进展, 1994, 2(3): 44-49 Xu Y. T. Nitrification of wastewater. Advances in Environmental Science, 1994, 2(3): 44-49(in Chinese)
    [10] Kuenen J. G., Robertson L. A. Combined nitrification-denitrification processes. Fems Microbiology Reviews, 1994, 15(2): 109-117
    [11] Elisabeth V. M., Paul L., Keller J. Simultaneous nitrification and denitrification in bench-scale sequencing batch reactors. Water Res., 1996, 30(2): 277-284
    [12] 毛玉红, 高军锋. 生物脱氮机理及应用. 中国资源综合利用, 2008, 26(6): 21-23 Mao Y. H., Gao J. F. Principle and application of biological removal of nitrogen. China Resources Comprehensive Utilization, 2008, 26(6): 21-23(in Chinese)
    [13] 王淑莹, 孙宏伟, 杨庆, 等. 传统生物脱氮反硝化过程的生化机理及动力学. 应用与环境生物学报, 2008, 14(5): 732-736 Wang S. Y., Sun H. W., Yang Q., et al. Biochemical reaction mechanism and kinetics of denitriflcation. Chin. J. Appl. Environ. Biol., 2008, 14(5): 732-736(in Chinese)
    [14] Robertson L.A., Kuenen J.G. Aerobic denitrification: A controversy revived. Archives of Microbiology, 1984, 139(4): 351-354
    [15] Goronszy M.C., Demoulin G., Newland M. Aerated nitrification in full-scale activated sludge facilities. Water Sci.Tech., 1997, 35(10): 103-109
    [16] Strous M., Gerven E.V., Zheng P., et al. Ammonium removal from concentrated waste streams with the anaerobic ammonium oxidation (ANAMMOX) process in different configurations. Water Res., 1997, 31(8): 1955-1962
    [17] 马伟. SBR工艺脱氮研究. 中国西部科技, 2011, 10(3): 25-27
    [18] 林燕, 何义亮, 孔海南, 等. MBR中同步硝化反硝化及异养硝化现象试验研究. 膜科学与技术, 2006, 26(2): 22-26 Lin Y., He Y. L., Kong H. N., et al. Study on simultaneous nitrification and denitrification and heterotrophic nitrification in membrane bioreactor. Membrane Science and Technology, 2006, 26(2): 22-26(in Chinese)
    [19] 杨新萍, 钟磊, 周立祥. 有机碳源及DO对好氧反硝化细菌AD6脱氮性能的影响. 环境科学, 2010, 31(6): 1633-1638 Yang X. P., Zhong L., Zhou L. X. Effect of carbon source and dissolved oxygen on denitrification denitrifier Pseudomonas mendocina AD6. Environmental Science, 2010, 31(6): 1633-1638(in Chinese)
    [20] 余瑞兰, 聂湘平, 魏泰莉, 等. 分子氨和亚硝酸盐对鱼类的危害及其对策. 中国水产科学, 1999, 6(3): 73-76 Yu R. L., Nie X. P., Wei T. L., et al. toxicity of molecular ammonia & nitrite to fishes and the control measures. Journal of Fishery Science of China, 1999, 6(3): 73-76(in Chinese)
    [21] 董黎明, 汪苹, 刘俊女. 碳氮比对废水好氧脱氮中含氮气态产物的影响. 环境科学与技术, 2011, 34(6): 5-9 Dong L. M., Wang P., Liu J. N. The effect of COD/N ratio on the nitric gaseous products in aerobic denitrification wastewater treatment system. Environmental Science & Technology, 2011, 34(6): 5-9(in Chinese)
    [22] 樊景凤, 陈佳莹, 陈立广, 等. 辽河口沉积物反硝化细菌数量及多样性研究. 海洋学报, 2011, 33(3): 94-101 Fan J. F., Chen J. Y., Chen G. L., et al. Research on denitrifying bacteria quantification and diversity in Liaohe estuary sediments. Acta Oceanologica Sinica, 2011, 33(3): 94-101(in Chinese)
    [23] 葛士建, 王淑莹, 杨岸明, 等. 反硝化过程中亚硝酸盐积累特性分析. 土木建筑与环境工程, 2011, 33(1): 140-146 Ge S. J., Wang S. Y., Yang A. M., et al. Analysis of nitrite accumulation during denitrification. Journal of Civil, Architectural & Environmental Engineering, 2011, 33 (1): 140-146(in Chinese)
  • 加载中
计量
  • 文章访问数:  2071
  • HTML全文浏览数:  930
  • PDF下载数:  824
  • 施引文献:  0
出版历程
  • 收稿日期:  2012-02-10
  • 刊出日期:  2013-05-22
缪鑫昕, 张磊, 谈曙明, 訾小利, 胡南. 碳源及反硝化芽孢杆菌强化低C/N比景观水体的生物脱氮[J]. 环境工程学报, 2013, 7(5): 1661-1664.
引用本文: 缪鑫昕, 张磊, 谈曙明, 訾小利, 胡南. 碳源及反硝化芽孢杆菌强化低C/N比景观水体的生物脱氮[J]. 环境工程学报, 2013, 7(5): 1661-1664.
Miao Xinxin, Zhang Lei, Tan Shuming, Zi Xiaoli, Hu Nan. Strengthening nitrogen removal from low C/N landscape water by adding carbon source or Bacillus subtilis FS05[J]. Chinese Journal of Environmental Engineering, 2013, 7(5): 1661-1664.
Citation: Miao Xinxin, Zhang Lei, Tan Shuming, Zi Xiaoli, Hu Nan. Strengthening nitrogen removal from low C/N landscape water by adding carbon source or Bacillus subtilis FS05[J]. Chinese Journal of Environmental Engineering, 2013, 7(5): 1661-1664.

碳源及反硝化芽孢杆菌强化低C/N比景观水体的生物脱氮

  • 1. 南京工业大学生物与制药工程学院,南京 210009
基金项目:

国家"973"重点基础研究发展规划项目(2009CB724700)

摘要: 实验探讨了添加碳源及投加反硝化细菌对低碳氮比景观水体生物脱氮的影响。结果表明,有机碳源及B. subtilis FS05均能显著促进实验水体的生物脱氮作用,实验水体在28℃静置72 h后,乙醇添加组的TN、氨氮、硝酸盐及亚硝酸盐的去除率分别达到了62.7%、67.0%、69.8%和29.4%,而同样条件下,B. subtilis FS05投加组的去除率分别达到了66.9%、73.4%、66.0%和82.2%。从水质变化趋势可以看出,投加B. subtilis FS05能在更短时间内完成生物脱氮过程,其中,硝酸盐和亚硝酸盐去除速率最快,分别仅需要18 h和12 h。

English Abstract

参考文献 (23)

返回顶部

目录

/

返回文章
返回