WANG Yong qing,CHEN Zhen guo,WANG Xiao jun,et al.Partial Nitrification and Denitrification of Mature Landfill Leachate Using Pilot-scale Anaerobic/Oxic/Oxic/Anaerobic Process[J].China Water & Wastewater,2018,34(21):18-23.
Partial Nitrification and Denitrification of Mature Landfill Leachate Using Pilot-scale Anaerobic/Oxic/Oxic/Anaerobic Process
- Article number:
- 1000-4602(2018)21-0018-07
- CLC:
- TU992
- Document code:
- A
- Abstract:
- A pilot-scale anaerobic/oxic/oxic/anaerobic (AOOA) process was applied for treatment of mature landfill leachate, and partial nitrification and denitrification was achieved by controlling the dissolved oxygen (DO) to a low value of 0.1-0.5 mg/L. Under the condition of low dissolved oxygen and sufficient alkalinity, the nitrite accumulation rate in the first aerobic reactor(O1)was stably above 90%, and the removal rate of ammonium and total nitrogen of the whole process was higher than 95% and 66.5% respectively, which indicated that AOOA process could effectively solve the difficult problem of nitrogen removal in landfill leachate. The limiting factor of partial nitrification of O1 was the actual hydraulic retention time (AHRT) and should be controlled above 13.9 h under the condition of DO of 0.3-0.5 mg/L. In the normal operation stage, the dominant bacteria in the first anaerobic reactor (A1) were denitrifying bacteria, while the dominant bacteria in the O1 were ammoniaoxidizing bacteria (AOB). In addition, nitrite accumulation was realized in O1/O2, and simultaneous partial nitrification and denitrification (SND) was formed to a certain extent.
References:
[1]Zhang C,Zhang S,Zhang L,et al. Effects of constant pH and unsteady pH at different free ammonia concentrations on shortcut nitrification for landfill leachate treatment[J]. Appl Microbiol Biotechnol,2015,99(8):1-7.
[2]马勇,王淑莹,曾薇,等. A/O生物脱氮工艺处理生活污水中试(一)短程硝化反硝化的研究[J]. 环境科学学报,2006,26(5):703-709.
Ma Yong,Wang Shuying,Zeng Wei,et al. A/O pilotscale nitrogen removal process treating domestic wastewaterⅠ. The study of shortcut nitrification and denitrification[J]. Acta Scientiae Circumstantiae,2006,26(5):703-709(in Chinese).
[3]孙洪伟,彭永臻,时晓宁,等. UASB-A/O工艺处理垃圾渗滤液短程生物脱氮的实现[J]. 中国环境科学,2009,29(10):1059-1064.
Sun Hongwei,Peng Yongzhen,Shi Xiaoning,et al. Achieving nitrogen removal from landfill leachate via UASBA/O process[J]. China Environmental Science,2009,29(10):1059-1064(in Chinese).
[4]Guisasola A,Jubany I,Baeza J A,et al. Respirometric estimation of the oxygen affinity constants for biological ammonium and nitrite oxidation[J]. J Chem Technol Biotechnol,2005,80(4):388-396.
[5]高健磊,张肖静,刘航航. A2/O2工艺处理氮肥废水短程硝化动力学研究[J]. 水处理技术,2011,37(12):90-93.
Gao Jianlei,Zhang Xiaojing,Liu Hanghang. Research on shortcut nitrification and denitrification in A2/O2 process for treatment of nitrogenous fertilizer wastewater[J]. Technology of Water Treatment,2011,37(12):90-93(in Chinese).
[6]李志华,刘超,赵静,等. 丝状菌颗粒污泥形成过程及其对膨胀控制的启示[J]. 中国给水排水,2013,29(13):23-27.
Li Zhihua,Liu Chao,Zhao Jing,et al. Formation of filamentous granular sludge and bulking control[J]. China Water & Wastewater,2013,29(13):23-27(in Chinese).
[7]邱国华,胡龙兴. A-O1-O2生物膜系统SND脱氮机理与影响因素的研究[J]. 水处理技术,2008,34(4):12-18.
Qiu Guohua,Hu Longxing. Study on mechanism of nitrogen removal and influencing factors in SND with AO1-O2 biofilm system[J]. Technology of Water Treatment,2008,34(4):12-18(in Chinese).
[8]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[J]. 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[J]. Chinese Journal of Environmental Engineering,2009,3(3):413-416(in Chinese).
[9]孟了,陈石. 亚硝酸型硝化工艺处理高氨氮渗滤液的试验研究[J]. 中国给水排水,2010,26(17):79-81.
Meng Liao,Chen Shi. Nitrous nitrification for treatment of high ammonia nitrogen landfill leachate[J]. China Water & Wastewater,2010,26(17):79-81(in Chinese).
[10]史一欣,倪晋仁. 晚期垃圾渗滤液短程硝化影响因素研究[J]. 环境工程学报,2007,1(7):110-114.
Shi Yixin,Ni Jinren. Study on factors affecting shortcut nitrification of mature landfill leachate[J]. Chinese Journal of Environmental Engineering,2007,1(7):110-114(in Chinese).
Memo
基金项目:2015年度广东省应用型科技研发重大专项(2015B020235013);2016年广州市珠江科技新星专项(201610010069)
通信作者:汪晓军E-mail:cexjwang@scut.edu.cn
作者简介:
王永庆(1993-),男,广东阳春人,硕士研究生,从事高浓度废水脱氮技术研究。
E-mail:506306167@qq.com
收稿日期:2018-03-23