复合生物膜-活性污泥反应器同步脱氮除磷

冯翠杰, 王淑梅, 陈少华. 复合生物膜-活性污泥反应器同步脱氮除磷[J]. 环境工程学报, 2012, 6(9): 3106-3114.
引用本文: 冯翠杰, 王淑梅, 陈少华. 复合生物膜-活性污泥反应器同步脱氮除磷[J]. 环境工程学报, 2012, 6(9): 3106-3114.
Feng Cuijie, Wang Shumei, Chen Shaohua. Simultaneous nitrogen and phosphorous removal in an integrated fixed biofilm-activated sludge biological reactor[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3106-3114.
Citation: Feng Cuijie, Wang Shumei, Chen Shaohua. Simultaneous nitrogen and phosphorous removal in an integrated fixed biofilm-activated sludge biological reactor[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3106-3114.

复合生物膜-活性污泥反应器同步脱氮除磷

  • 基金项目:

    中国科学院知识创新工程重要方向项目(KZCX2-YW-451)

    "十一五"国家科技支撑计划子课题(2009BAC57B02)

    厦门市科技计划项目(3502Z20100134)

  • 中图分类号: X703

Simultaneous nitrogen and phosphorous removal in an integrated fixed biofilm-activated sludge biological reactor

  • Fund Project:
  • 摘要: 通过实验研究比较了复合生物膜-活性污泥反应器(HY)和传统活性污泥反应器(AS)的脱氮除磷效果。结果表明,在水力停留时间(HRT)16 h、污泥龄12~15 d、水温19~21℃、pH 6.3~7.8的条件下,复合生物反应器比活性污泥反应器运行更稳定,未发生污泥膨胀。在相同运行条件下,复合生物反应器对COD、TN和TP的去除率分别为95%、91%和98%,而活性污泥反应器对COD、TN和TP的去除率分别为85%、84%和90%。稳定工况下复合生物反应器的比硝化、比反硝化速率,比吸磷、比释磷速率均高于活性污泥反应器,且微生物相更加丰富。通过建立16S rDNA克隆文库发现生物膜和活性污泥的微生物群落结构均具有高度多样性,但生物膜微生物的微生物相比活性污泥更复杂。
  • 加载中
  • [1] Tizghadam M., Dagot C., Baudu M. Wastewater treatment in a hybrid activated sludge baffled reactor. Journal of Hazardous Materials, 2008, 154(1-3): 550-557
    [2] Sriwiriyarat T., Randall C. Performance of IFAS wastewater treatment processes for biological phosphorus removal. Water Research, 2005, 39(16): 3873-3884
    [3] Al-Sharekh H. A., Hamoda M. F. Removal of organics from wastewater using a novel biological hybrid system. Water Science & Technology, 2001, 43(1): 321-326
    [4] Su J., Ouyang C. Nutrient removal using a combined process with activated sludge and fixed biofilm. Water Science and Technology,1996, 34(1-2): 477-486
    [5] Wanner J., Kucman K., Grau P. Activated sludge process combined with biofilm cultivation. Water Research, 1988, 22(2): 207-215
    [6] Gebara F. Activfeated sludge biofilm wastewater treatment system. Water Research,1999, 33(1): 230-238
    [7] 张绪强, 季民. 复合工艺在城市污水处理厂改造中的应用. 环境保护科学, 2004, 30(6): 23-25 Zhang X. Q., Ji M. Appllication of hybrid biological treatment system in Wastewater Treatment Plants' Reconstruction. Environmental Protection Science, 2004, 30(6): 23-25 (in Chinese)
    [8] Falletti L., Conte L. Upgrading of activated sludge wastewater treatment plants with hybrid moving-bed biofilm reactors. Industrial & Engineering Chemistry Research, 2007, 46(21): 6656-6660
    [9] W J. L., Sun H. C., Qian Y. Wastewater treatment in a hybrid biological reactor (HBR): Effect of organic loading rates. Process Biochemistry, 2000, 36(4): 297-303
    [10] Liu J., Van Groenestijn J., Doddema H., et al. Removal of nitrogen and phosphorus using a new biofilm-activated-sludge system. Water Science & Technology,1996, 34(1-2): 315-322
    [11] Yerrell K., Gobbie M., Dold P., et al. Full-scale demonstration of a free-moving media IFAS process for enhancing nitrification performance. Proceedings of the Water Environment Federation, 2001, (16): 292-305
    [12] 丁永伟, 王琳, 王宝贞. 悬浮态污泥的SRT对复合式A2/O工艺性能的影响. 环境科学学报, 2000, 25(12): 1608-1614 Ding Y. W.,Wang L.,Wang B. Z. Effects of suspended sludge SRT on hybrid A2/O pollutants removal performance.Acta Scientiae Circumstantiae, 2000, 25(12):1608-1614 (in Chinese)
    [13] 徐伟锋, 陈银广, 张芳, 等. 污泥龄对A/A/O工艺反硝化除磷的影响. 环境科学, 2007, 28(8): 1693-1696 Xu W. F., Chen Y. G., Zhang F., et al. Effect of SRT on denitrifying phosphorus removal in A/A/O process. Envrionmental Science, 2007, 28(8): 1693-1696 (in Chinese)
    [14] Kim H., Gellner J. W., Boltz J. P., et al. Effects of integrated fixed film activated sludge media on activated sludge settling in biological nutrient removal systems. Water Research,2010, 44(5): 1553-1561
    [15] Onnis-Hayden A., Majed N., MaMahon K. D., et al. Phosphorus removal and PAOs populations at a full-scale integrated fixed-film activated sludge (IFAS) plant. Proceedings of the Water Environmental Federation, 2008, 17: 1-17
    [16] 丁永伟. 活性污泥和生物膜复合工艺的特性及运行效能研究. 哈尔滨:哈尔滨工业大学博士学位论文, 2006 Ding Y. W. A study on the characteristics and operational performance of hybrid biofilm-activated sludge process. Harbin: Doctor Dissertation of Harbin Institute of Technology, 2006 (in Chinese)
    [17] 李桂平, 周增炎. 复合式活性污泥-生物膜反应器硝化能力的研究. 重庆环境科学, 2003, 25(6): 35-37 Li G. P., Zhou Z. Y. A study on the nitrification performance of hybrid activated sludge-biofilm reactor. Chongqing Environmental Science, 2003, 25(6): 35-37 (in Chinese)
    [18] Aravinthan V., Takizawa S., Fujita K., et al. Factors affecting nitrogen removal from domestic wastewater using immobilized bacteria. Water Science & Technology, 1998, 38(1): 193-202
    [19] Hansen E., Zadura L., Frankowski S., et al. Upgrading of an activated sludge plant with floating biofilm carriers at Frantschach Swiecie SA to meet the new demands of year 2000. Water Science and Technology,1999, 40(11-12): 207-214
    [20] 刘俊新, 丛丽, 王宝贞, 等. 生物膜与活性污泥结合工艺脱氮除磷研究. 中国给水排水, 2000, 16(12): 1-5 Liu J. X., Cong L., Wang B. Z., et al. Research on nitrogen and phosphorous removal by biofilm-activated sludge process. China Water & Wastewater, 2000, 16(12): 1-5 (in Chinese)
    [21] Wang B., Yang Q., Liu R., et al. Study of simultaneous organics and nitrogen removal by extended aeration submerged biofilm process. Water Science & Technology, 1991, 24(5): 197-213
    [22] 张军, 聂梅生, 王宝贞. 复合膜生物反应器的生物学研究. 中国给水排水, 2002, 18(2): 53-55 Zhang J., Nie M. S., Wang B. Z. Study on microbiology of hybrid membrane reactor. China Water & Wastewater, 2002, 18(2): 53-55 (in Chinese)
    [23] 张宝杰, 王宝贞, 韩洪军. 复合式生物处理系统效能与机理研究. 哈尔滨建筑大学学报,1999, 32(6): 100-104 Zhang B. J., Wang B. Z., Han H. J. Efficience and mechanism research of hybrid biological treatment system. Journal of Harbin University of C. E. & Architecture,1999, 32(6): 100-104 (in Chinese)
  • 加载中
计量
  • 文章访问数:  2416
  • HTML全文浏览数:  1335
  • PDF下载数:  1642
  • 施引文献:  0
出版历程
  • 收稿日期:  2011-08-09
  • 刊出日期:  2012-09-14
冯翠杰, 王淑梅, 陈少华. 复合生物膜-活性污泥反应器同步脱氮除磷[J]. 环境工程学报, 2012, 6(9): 3106-3114.
引用本文: 冯翠杰, 王淑梅, 陈少华. 复合生物膜-活性污泥反应器同步脱氮除磷[J]. 环境工程学报, 2012, 6(9): 3106-3114.
Feng Cuijie, Wang Shumei, Chen Shaohua. Simultaneous nitrogen and phosphorous removal in an integrated fixed biofilm-activated sludge biological reactor[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3106-3114.
Citation: Feng Cuijie, Wang Shumei, Chen Shaohua. Simultaneous nitrogen and phosphorous removal in an integrated fixed biofilm-activated sludge biological reactor[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3106-3114.

复合生物膜-活性污泥反应器同步脱氮除磷

  • 1. 中国科学院城市环境研究所城市环境与健康重点实验室, 厦门 361021
基金项目:

中国科学院知识创新工程重要方向项目(KZCX2-YW-451)

"十一五"国家科技支撑计划子课题(2009BAC57B02)

厦门市科技计划项目(3502Z20100134)

摘要: 通过实验研究比较了复合生物膜-活性污泥反应器(HY)和传统活性污泥反应器(AS)的脱氮除磷效果。结果表明,在水力停留时间(HRT)16 h、污泥龄12~15 d、水温19~21℃、pH 6.3~7.8的条件下,复合生物反应器比活性污泥反应器运行更稳定,未发生污泥膨胀。在相同运行条件下,复合生物反应器对COD、TN和TP的去除率分别为95%、91%和98%,而活性污泥反应器对COD、TN和TP的去除率分别为85%、84%和90%。稳定工况下复合生物反应器的比硝化、比反硝化速率,比吸磷、比释磷速率均高于活性污泥反应器,且微生物相更加丰富。通过建立16S rDNA克隆文库发现生物膜和活性污泥的微生物群落结构均具有高度多样性,但生物膜微生物的微生物相比活性污泥更复杂。

English Abstract

参考文献 (23)

返回顶部

目录

/

返回文章
返回