• 综合性科技类中文核心期刊
    • 中国科技论文统计源期刊
    • 中国科学引文数据库来源期刊
    • 中国学术期刊文摘数据库(核心版)来源期刊
    • 中国学术期刊综合评价数据库来源期刊

交替好氧缺氧短程硝化及其特性

高春娣, 李浩, 焦二龙, 王惟肖, 王淑莹

高春娣, 李浩, 焦二龙, 王惟肖, 王淑莹. 交替好氧缺氧短程硝化及其特性[J]. 北京工业大学学报, 2015, 41(1): 116-122. DOI: 10.11936/bjutxb2014020006
引用本文: 高春娣, 李浩, 焦二龙, 王惟肖, 王淑莹. 交替好氧缺氧短程硝化及其特性[J]. 北京工业大学学报, 2015, 41(1): 116-122. DOI: 10.11936/bjutxb2014020006
GAO Chun-di, LI Hao, JIAO Er-long, WANG Wei-xiao, WANG Shu-ying. Alternate Oxic-anoxic Mode Realizing Nitritation and Its Characterization[J]. Journal of Beijing University of Technology, 2015, 41(1): 116-122. DOI: 10.11936/bjutxb2014020006
Citation: GAO Chun-di, LI Hao, JIAO Er-long, WANG Wei-xiao, WANG Shu-ying. Alternate Oxic-anoxic Mode Realizing Nitritation and Its Characterization[J]. Journal of Beijing University of Technology, 2015, 41(1): 116-122. DOI: 10.11936/bjutxb2014020006

交替好氧缺氧短程硝化及其特性

基金项目: 

青年科学基金资助项目(51108005)

详细信息
    作者简介:

    高春娣(1973—),女,副教授,主要从事污水生物处理理论与技术方面的研究,E-mail:gaochundi@bjut.edu.cn

  • 中图分类号: X703

Alternate Oxic-anoxic Mode Realizing Nitritation and Its Characterization

  • 摘要: 为了完善交替好氧缺氧短程硝化研究,以低ρ(COD)/ρ(TN)实际生活污水为研究对象,采用2组SBR反应器,考察了交替好氧缺氧短程硝化的实现及其特性.结果表明:在温度(24±2)℃、污泥龄为35 d且不限制溶解氧的条件下,以不同的好氧缺氧时间比运行的2组反应器均实现了稳定的短程硝化,出水的亚硝酸盐积累率达90%以上,氨氮质量浓度接近0 mg/L,硝酸盐质量浓度在2 mg/L以下;以交替好氧缺氧模式运行200 d后,2组反应器比氨氧化速率分别是普通好氧缺氧模式的2倍和1.8倍,在不影响出水水质的情况下,显著减少了曝气时间,降低了曝气能耗;交替模式运行的反应器污染物去除效果良好,氨氮去除率达100%,COD去除率在80%左右,TN去除率高于普通好氧缺氧模式的去除率,达70%.
    Abstract: Two sequencing batch reactors(SBR) treating domestic sewage with low COD / TN ratio were employed to investigate the realization and characterization of alternate oxic-anoxic nitritation. The results show that stable nitritation is realized on the condition of temperature of(24 ± 2) ℃,sludge retention time of 35 day and without aeration restriction. And the nitrite accumulation rate of effluent is above 90%,with no ammonia and little nitrate(lower than 2 mg / L) in effluent. The specific ammonia oxidation rates of the SBRs being operated under alternate mode for 200 days are respectively twice and1. 8 times of those under oxic-anoxic mode,thus aeration duration is shortened and energy consumption of aeration is saved without impacting effluent quality. The performance of the SBRs operated under alternate mode is improved,and the ammonia,COD and TN removal efficiency reach 100%,80% and70% respectively.
  • [1]

    PENG Yong-zhen, ZHU Gui-bing. Biological nitrogen removal with nitrification and denitrification via nitrite pathway[J]. Applied Microbiology and Biotechnology, 2006, 73(1): 15-26.

    [2]

    KATSOGIANNIS A, KORNAROS M, LYBERATOS G. Enhanced nitrogen removal in SBRs bypassing nitrate generation accomplished by multiple aerobic/anoxic phase pairs[J]. Water Science & Technology, 2003, 47(11): 53-59.

    [3]

    KUENEN J G. Anammox bacteria: from discovery to application[J]. Nature Reviews Microbiology, 2008, 6 (4): 320-326.

    [4]

    KIM J H, GUO X J, PARK H S. Comparison study of the effects of temperature and free ammonia concentration on nitrification and nitrite accumulation[J]. Process Biochemistry, 2008, 43(2): 154-160.

    [5]

    BLACKBURNE R, YUAN Zhi-guo, KELLER J. Partial nitrification to nitrite using low dissolved oxygen concentration as the main selection factor[J]. Biodegradation, 2008, 19(2): 303.

    [6]

    ASLAN S, MILLER L, DAHAB M. Ammonium oxidation via nitrite accumulation under limited oxygen concentration in sequencing batch reactors[J]. Bioresource Technology, 2009, 100(2): 659-664.

    [7]

    YAMAMOTO T, TAKAKI K, KOYAMA T, et al. Long-term stability of partial nitritation of swine wastewater digester liquor and its subsequent treatment by anammox [J]. Bioresource Technology, 2008, 99 (14): 6419-6425.

    [8]

    VADIVELU V M, KELLER J, YUAN Zhi-guo. Effect of free ammonia on the respiration and growth processes of an enriched nitrobacter culture[J]. Water Research, 2007, 41(4): 826-834.

    [9]

    ASLAN S, DAHAB M. Nitritation and denitritation of ammonium-rich wastewater using fluidized-bed biofilm reactors[J]. Journal of Hazardous Materials, 2008, 156 (1): 56-63.

    [10]

    PENG Yong-zhen, CHEN Ying, PENG C Y, et al. Nitrite accumulation by aeration controlled in sequencing batch reactors treating domestic wastewater[J]. Water Science and Technology: a Journal of the International Association on Water Pollution Research, 2004, 50 (10): 35-43.

    [11]

    BLACKBURNE R, YUAN Zhi-guo, KELLER J. Demonstration of nitrogen removal via nitrite in a sequencing batch reactor treating domestic wastewater [J]. Water Research, 2008, 42(8/9): 2166-2176.

    [12]

    LEMAIRE R, MARCELINO M, YUAN Zhi-guo. Achieving the nitrite pathway using aeration phase length control and step-feed in an SBR removing nutrients from abattoir wastewater[J]. Biotechnology and Bioengineering, 2008, 100(6): 1228-1236.

    [13]

    GUO Jian-hua, PENG Yong-zhen, WANG Shu-ying, et al. Effective and robust partial nitrification to nitrite by real-time aeration duration control in an SBR treating domestic wastewater[J]. Process Biochemistry, 2009, 44 (9): 979-985.

    [14]

    KORNAROS M, DOKIANAKIS S N, LYBERATOS G. Partial nitrification denitrification can be attributed to the slow response of nitrite oxidizing bacteria to periodic anoxic disturbances[J]. Environmental Science & Technology, 2010, 44(19): 7245-7253.

    [15]

    KORNAROS M, MARAZIOTI C, LYBERATOS G. A pilot scale study of a sequencing batch reactor treating municipal wastewater operated via the UP-PND process [J]. Water Science and Technology, 2008, 58 (2): 435-438.

    [16]

    YOO K, AHN K H, LEE H J, et al. Nitrogen removal from synthetic wastewater by simultaneous nitrification and denitrification (SND) via nitrite in an intermittently-aerated reactor[J]. Water Research, 1999, 33 (1): 145-154.

    [17]

    HELLINGA C, SCHELLEN A, MULDER J W, et al. The SHARON process: an innovative method for nitrogen removal from ammonium-rich waste water[J]. Water Science and Technology, 1998, 37(9): 135-142.

    [18] 国家环境保护局水和废水监测分析方法编委会. 水和 废水监测分析方法[M]. 4 版. 北京: 中国环境科学 出版社, 2002: 210-281.
    [19]

    YOO H, AHN K, LEE H, et al. Nitrogen removal from synthetic wastewater by simultaneous nitrification and denitrification (SND) via nitrite in an intermittently-aerated reactor[J]. Water Research, 1999, 33 (1): 145-154.

    [20]

    BALMELLE B, NGUYEN K M, CAPDEVILLE B, et al. Study of factors controlling nitrite build-up in biological processes for water nitrification[J]. Water Science and Technology, 1992, 26(5/6): 1017-1025.

    [21]

    ANTHONISEN A C, LOEHR R C, PRAKASAM T, et al. Inhibition of nitrification by ammonia and nitrous acid [J]. Water Pollut Control Fed, 1976, 48(5): 835-852.

    [22]

    VADIVELU V M, YUAN Zhi-guo, FUX C, et al. The inhibitory effects of free nitrous acid on the energy generation and growth processes of an enriched Nitrobacter culture[J]. Environmental Science & Technology, 2006, 40(14): 4442-4448.

    [23]

    VADIVELU V M, KELLER J, YUAN Zhi-guo. Effect of free ammonia and free nitrous acid concentration on the anabolic and catabolic processes of an enriched Nitrosomonas culture[J]. Biotechnology and Bioengineering, 2006, 95(5): 830-839.

    [24]

    WIESMANN U. Biological nitrogen removal from wastewater[M]. Berlin: Springer, 1994: 113-154.

    [25]

    POLLICE A, TANDOI V, LESTINGI C. Influence of aeration and sludge retention time on ammonium oxidation to nitrite and nitrate[J]. Water Research, 2002, 36 (10): 2541-2546.

    [26]

    DYTCZAK M A, LONDRY K L, OLESZKIEWICZ J A. Activated sludge operational regime has significant impact on the type of nitrifying community and its nitrification rates[J]. Water Research, 2008, 42(8): 2320-2328.

计量
  • 文章访问数:  24
  • HTML全文浏览量:  2
  • PDF下载量:  14
  • 被引次数: 0
出版历程
  • 收稿日期:  2014-02-11
  • 网络出版日期:  2023-01-10

目录

    /

    返回文章
    返回