一种新型A2/O工艺处理特性

李志华, 白侨, 王晓昌. 一种新型A2/O工艺处理特性[J]. 环境工程学报, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601
引用本文: 李志华, 白侨, 王晓昌. 一种新型A2/O工艺处理特性[J]. 环境工程学报, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601
Li Zhihua, Bai Qiao, Wang Xiaochang. Characteristics of a new A2/O process[J]. Chinese Journal of Environmental Engineering, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601
Citation: Li Zhihua, Bai Qiao, Wang Xiaochang. Characteristics of a new A2/O process[J]. Chinese Journal of Environmental Engineering, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601

一种新型A2/O工艺处理特性

  • 基金项目:

    国家自然科学基金面上项目(5178303)

    教育部博士点基金联合资助课题(20136120110002)

    陕西省科技计划国际合作项目(2013KW2201)

  • 中图分类号: X703

Characteristics of a new A2/O process

  • Fund Project:
  • 摘要: 为提高传统A2/O工艺在碳源不足情况下的脱氮除磷效率,发明了一种改良型的污水处理工艺,该工艺通过在好氧池中增设生物相选择器实现结构较好的颗粒污泥与松散絮体污泥的分离,在低污泥龄运行条件下获得了良好的同步脱氮除磷效果.当进水COD为900 mg/L,SRT分别为30 d和20 d时,新型和传统A2/O工艺其COD和TN去除率均可达到90%和70%以上,但TP去除率并不理想.当污泥龄为10 d时,新型工艺的COD,TN,TP去除率分别为(96.7±0.9)%、(83.2±2.0)%和(87.6±2.5)%,在提高除磷效率的同时保持了良好的脱氮效果.当进水COD为300 mg/L、SRT为10 d时,新型和传统A2/O工艺TN去除率分别为(77.6±1.1)%和(58.1±3.9)%,TP去除率分别为(85.4±1.2)%和(66.4±8.3)%,表明在进水基质浓度较低的条件下,新工艺优于传统工艺.另外,在SRT为10 d时,新型和传统A2/O好氧池中TN亏损比分别为22.8%和7.8%,表明新工艺TN去除率的提高得益于同步硝化反硝化,TP去除率的提高得益于低污泥龄.
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  • [1] 张杰, 臧景红, 杨宏, 等. A2/O工艺的固有缺欠和对策研究. 给水排水, 2003, 29(3): 22-25 Zhang Jie, Zang Jinghong, Yang Hong, et al. A study on the inherent shortcomings and countermeasures of A2/O process. Water & Wastewater Engineering, 2003, 29(3): 22-25(in Chinese)
    [2] 王建龙, 彭永臻, 王淑莹. 污泥龄对A2/O工艺脱氮除磷效果的影响. 环境工程, 2007, 25(1): 16-18 Wang Jianlong, Peng Yongzhen, Wang Shuying. Niteogen and phosphorus removal performance of A2/O process as a function of the sludge age. Environmental Engineering, 2007, 25(1): 16-18(in Chinese)
    [3] 毕学军, 赵桂芹, 毕海峰. 污水生物除磷原理及其生化反应机制研究进展. 青岛理工大学学报, 2006, 27(2): 9-13 Bi Xuejun, Zhao Guiqin, Bi Haifeng. Principle and progress of bio-chemical mechanism for biological removal of phosphorus from wastewater. Journal of Qingdao Technological University, 2006, 27(2): 9-13(in Chinese)
    [4] 王晓莲, 彭永臻. A2/O法污水生物脱氮除磷处理技术与应用. 北京: 科学出版社, 2009
    [5] Tsuneda S., Nagano T., Hoshino T., et al. Characterization of nitrifying granules produced in an aerobic upflow fluidized bed reactor. Water Research, 2003, 37(20): 4965-4973
    [6] 张朝升, 章文菁, 方茜, 等. DO对好氧颗粒污泥短程同步硝化反硝化脱氮的影响. 环境工程学报, 2009, 3(3): 413-416 Zhang Chaosheng, Zhang Wenjing, Fang Qian, et al. Effect of DO on nitrogen removal process by granular sludge in shortened simultaneous nitrification and denitrification. Chinese Journal of Environmental Engineering, 2009, 3(3): 413-416(in Chinese)
    [7] De Kreuk M. K., Heijnen J. J., Van Loosdrecht M. C. M. Simultaneous COD, nitrogen, and phosphate removal by aerobic granular sludge. Biotechnology and Bioengineering, 2005, 90(6): 761-769
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    [9] 徐伟锋, 孙力平, 古建国, 等. DO对同步硝化反硝化影响及动力学. 城市环境与城市生态, 2003, 16(1): 8-10 Xu Weifeng, Sun Liping, Gu Jianguo, et al. Effect of DO on simultaneous nitrification and denitrification and kinetic equation. Urban Environment & Urban Ecology, 2003, 16(1): 8-10(in Chinese)
    [10] Schmidt I., Sliekers O., Schmid M., et al. New concepts of microbial treatment processes for the nitrogen removal in wastewater. FEMS Microbiology Reviews, 2003, 27(4): 481-492
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    [12] 王建龙, 张子健, 吴伟伟. 好氧颗粒污泥的研究进展. 环境科学学报, 2009, 29(3): 449-473 Wang Jianlong, Zhang Zijian, Wu Weiwei. Research advances in aerobic granular sludge. Acta Scientiae Circumstantiae, 2009, 29(3): 449-473(in Chinese)
    [13] Converti A., Rovatti M., Del Borghi M. Biological removal of phosphorus from wastewaters by alternating aerobic and anaerobic conditions. Water Research, 1995, 29(1): 263-269
    [14] 王荣昌, 欧阳琛, 司书鹏. 改良型A2/O-MBR工艺的反硝化除磷性能研究. 环境工程学报, 2014, 8(2): 401-407 Wang Rongchang, Ou Yangchen, Si Shupeng. Performance of denitrifying phosphorus removal in modified A2/O-MBR process. Chinese Journal of Environmental Engineering, 2014, 8(2): 401-407(in Chinese)
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出版历程
  • 收稿日期:  2014-05-29
  • 刊出日期:  2015-06-09
李志华, 白侨, 王晓昌. 一种新型A2/O工艺处理特性[J]. 环境工程学报, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601
引用本文: 李志华, 白侨, 王晓昌. 一种新型A2/O工艺处理特性[J]. 环境工程学报, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601
Li Zhihua, Bai Qiao, Wang Xiaochang. Characteristics of a new A2/O process[J]. Chinese Journal of Environmental Engineering, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601
Citation: Li Zhihua, Bai Qiao, Wang Xiaochang. Characteristics of a new A2/O process[J]. Chinese Journal of Environmental Engineering, 2015, 9(6): 2533-2539. doi: 10.12030/j.cjee.20150601

一种新型A2/O工艺处理特性

  • 1. 西安建筑科技大学环境与市政工程学院, 西北水资源与环境生态教育部重点实验室, 西安 710055
基金项目:

国家自然科学基金面上项目(5178303)

教育部博士点基金联合资助课题(20136120110002)

陕西省科技计划国际合作项目(2013KW2201)

摘要: 为提高传统A2/O工艺在碳源不足情况下的脱氮除磷效率,发明了一种改良型的污水处理工艺,该工艺通过在好氧池中增设生物相选择器实现结构较好的颗粒污泥与松散絮体污泥的分离,在低污泥龄运行条件下获得了良好的同步脱氮除磷效果.当进水COD为900 mg/L,SRT分别为30 d和20 d时,新型和传统A2/O工艺其COD和TN去除率均可达到90%和70%以上,但TP去除率并不理想.当污泥龄为10 d时,新型工艺的COD,TN,TP去除率分别为(96.7±0.9)%、(83.2±2.0)%和(87.6±2.5)%,在提高除磷效率的同时保持了良好的脱氮效果.当进水COD为300 mg/L、SRT为10 d时,新型和传统A2/O工艺TN去除率分别为(77.6±1.1)%和(58.1±3.9)%,TP去除率分别为(85.4±1.2)%和(66.4±8.3)%,表明在进水基质浓度较低的条件下,新工艺优于传统工艺.另外,在SRT为10 d时,新型和传统A2/O好氧池中TN亏损比分别为22.8%和7.8%,表明新工艺TN去除率的提高得益于同步硝化反硝化,TP去除率的提高得益于低污泥龄.

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