MA Qiuying, LI Dong, FENG Li, WANG Hongjie, ZHANG Liqiu. Nitrogen removal efficiency and influencing factors in a pre-denitrification bio-filter system[J]. Chinese Journal of Environmental Engineering, 2017, 11(9): 4932-4936. doi: 10.12030/j.cjee.201611181
Citation: MA Qiuying, LI Dong, FENG Li, WANG Hongjie, ZHANG Liqiu. Nitrogen removal efficiency and influencing factors in a pre-denitrification bio-filter system[J]. Chinese Journal of Environmental Engineering, 2017, 11(9): 4932-4936. doi: 10.12030/j.cjee.201611181

Nitrogen removal efficiency and influencing factors in a pre-denitrification bio-filter system

  • Received Date: 02/02/2017
    Accepted Date: 23/11/2016
    Available Online: 26/08/2017
    Fund Project:
  • Pre-denitrification bio-filter system is widely used in advance treatment of wastewater, owing to its excellent denitrification performance. A pre-denitrification bio-filter system was applied for treating laboratory simulated tail-water from municipal sewage treatment plant. By adjusting reflux ratio of nitrification liquor (50%, 100% and 150%) and hydraulic loading (1.0, 1.5 and 2.0 m3·(m2·h)-1), the removal efficiency of COD, TN and NH4+-N in the pre-denitrification bio-filter system were investigated. The results showed that, when the reflux ratio of nitrification liquor was 100%, the system had the best pollutants removal performance, the effluent concentrations of COD, TN and NH4+-N reduced from the 120, 35 and 15 mg·L-1 to 7.62, 5.02 and 0.60 mg·L-1, showing average removal efficiency of 93.65%, 85.65% and 96.00%, respectively. Under a hydraulic loading of 1.5 m3·(m2·h)-1, the average removal rates of COD, TN, NH4+-N reached to 83.00%, 90.14% and 95.73%, respectively, and the effluent water quality could meet the requirement of first grade A standards in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002).
  • [1] HU H B, HAN H J, MA W C, et al. Research on a pre-denitrification double-layer media biological aerated filter in municipal wastewater treatment[J]. Desalination & Water Treatment, 2011, 31(1/2/3):366-371

    Google Scholar Pub Med

    [2] 邹海明, 谢越, 王艳, 等. 水力负荷和回流比对前置反硝化BAF系统处理玉米青贮液的影响[J]. 环境工程学报, 2013, 7(10):3939-3945

    Google Scholar Pub Med

    [3] 韦彦斐, 张刚, 周童, 等. 水力负荷和HRT对前置反硝化BAF工艺的影响[J]. 中国给水排水, 2011, 27(3):94-97

    Google Scholar Pub Med

    [4] 林齐, 李冬, 林阳, 等. 曝气生物滤池升级改造中深度脱氮的试验研究[J]. 给水排水, 2011, 47(8):47-52

    Google Scholar Pub Med

    [5] SINHA B, ANNACHHATRE A P. Assessment of partial nitrification reactor performance through microbial population shift using quinone profile, FISH and SEM[J]. Bioresource Technology, 2007, 98(18):3602-3610

    Google Scholar Pub Med

    [6] 彭晓兰, 陈吕军. 不同填料组合的曝气生物滤池前置反硝化工艺特性的比较研究[J]. 环境工程学报, 2012, 6(4):1207-1214

    Google Scholar Pub Med

    [7] 王劲松, 胡勇有.曝气生物滤池填料的研究进展[J]. 工业用水与废水, 2002, 33(5):7-9

    Google Scholar Pub Med

    [8] 杨威, 张雷坤, 余华荣, 等. 回流比对前置反硝化生物滤池的影响[J]. 哈尔滨商业大学学报(自然科学版), 2014, 30(2):190-193

    Google Scholar Pub Med

    [9] 郑俊, 汪荣, 张刚. 回流比对前置反硝化BAF处理效果的影响研究[J]. 中国给水排水, 2007, 23(21):24-27

    Google Scholar Pub Med

    [10] 郭俊元, 杨春平, 曾龙云, 等. 回流比水力负荷对前置反硝化生物滤池工艺处理污水的影响研究[J].环境科学学报, 2010, 30(8):1615-1621

    Google Scholar Pub Med

    [11] URFER D, HUCK P M. Measurement of biomass activity in drinking water biofilters using a respirometric method[J]. Water Research, 2001, 35(6):1469-1477

    Google Scholar Pub Med

    [12] COLLINS A G, CLARKSON W W, VRONA M. Fixed-film biological nitrification of a strong industrial waste[J]. Journal Water Pollution Control Federation, 1988, 60(4):499-504

    Google Scholar Pub Med

    [13] 李汝琪, 钱易, 孔波, 等. 曝气生物滤池去除污染物的机理研究[J]. 环境科学, 1999, 20(6):49-52

    Google Scholar Pub Med

    [14] 李思敏, 陈利娜, 缪保芬. 不同回流比对UBAF脱氮性能的影响[J]. 工业用水与废水, 2010, 41(1):28-31

    Google Scholar Pub Med

    [15] 王立立, 胡勇有. 曝气生物滤池去除有机物及硝化氨氮的影响因素研究[J]. 环境污染与防治, 2006, 28(4):257-260

    Google Scholar Pub Med

    [16] 阎宁, 金雪标, 张俊清. 甲醇与葡萄糖为碳源在反硝化过程中的比较[J]. 上海师范大学学报(自然科学版), 2002, 31(3):41-44

    Google Scholar Pub Med

  • 加载中
  • Cited by

    1. 潘雷,王琳. CEPT污泥发酵液强化前置反硝化生物滤池脱氮研究. 水处理技术. 2025(01): 120-127 .
    2. 戚永洁,胡静. 格栅-三效浓缩-调节-UASB-缺氧-PACT-混沉工艺处理中药生产废水实例. 山东化工. 2025(04): 271-273 .
    3. 李晓曼,潘国强,余青青,杨菲菲,李杰,王海钢. 简述某低碳氮比污水处理厂脱氮工艺调控策略. 云南化工. 2023(03): 132-133 .
    4. 钱建英. 前置和后置反硝化处理低C/N印花废水对比研究. 环境科技. 2023(05): 13-18 .
    5. 彭惠靖,曹文平. 丝竹滤料滤池去除尾水中的氮素污染物效果及特性研究. 水处理技术. 2022(07): 121-124+130 .
    6. 汪鲁,刘军,李永富,刘质浩,崔鸿武. 基于固态碳源的同步硝化反硝化反应器对海水养殖废水中氮的去除性能. 环境工程学报. 2022(06): 2001-2009 .
    7. 郭恰. 高标准出水对污水厂实现双碳目标的影响及减排对策分析. 净水技术. 2022(S2): 111-114+126 .
    8. 王悦,王海,石烁辉,黄韬,何磊,周健. 反硝化滤池反冲洗效能综合影响因素及微生物种群. 中国给水排水. 2021(01): 76-80 .
    9. 王晓磊,押玉荣,吴江渤,李曙光,韩墨菲,朱涛,安少锋. DN/CN强化脱氮技术在污水厂提标改造中的应用. 中国给水排水. 2020(11): 15-20 .
    10. 赵选英,刘君君,王智宁,王文文,杨峰,戴建军,唐为清,唐伟杰. 前置反硝化生物滤池处理化工企业生化尾水. 工业水处理. 2020(08): 84-87 .
    11. 周圆,支丽玲,郑凯凯,王燕,李激. 城镇污水处理厂活性污泥反硝化速率的影响因素及优化运行研究. 环境工程. 2020(07): 100-108 .
    12. 柴蓓蓓,曹锋锋,任武昂. 间歇曝气耦合内循环曝气生物滤池脱氮除磷性能研究. 环境污染与防治. 2020(12): 1443-1448 .
    13. 张凯. 浅析前置反硝化脱氮技术. 山东工业技术. 2019(09): 30+40 .
    14. 汤同欢,陈丙法,金婧梅,陈开宁,李勇,黄蔚. 芦苇碳源后置反硝化滤池强化低碳氮比纳污河水脱氮. 中国给水排水. 2019(05): 19-23+29 .
    15. 蔡芝斌. 印染工业废水脱氮在绍兴污水处理厂的设计与应用. 中国给水排水. 2019(14): 76-80 .
    16. 田璐,王琳. 前置反硝化曝气生物滤池调试运行. 水处理技术. 2019(12): 129-132 .
    17. 葛海华,朱守超,刘春晓,汪银梅,衡强强,漆新华. 基于天然纤维素材质滤料的反硝化滤池脱氮现状及研究进展. 环境科技. 2019(06): 71-75 .
    18. 王子杰,王郑,林子增,陈蕾,许锴,李子木,刘康乐. 反硝化生物滤池在污水处理中的应用研究进展. 应用化工. 2018(08): 1727-1731 .
    19. 陈小军,黄韬,刘石虎,陈浬,周健. 污水厂尾水反硝化滤池生物/化学协同脱氮除磷研究. 中国给水排水. 2017(23): 27-32 .
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Article Metrics

Article views(3205) PDF downloads(645) Cited by(33)

Access History

Nitrogen removal efficiency and influencing factors in a pre-denitrification bio-filter system

Fund Project:

Abstract: Pre-denitrification bio-filter system is widely used in advance treatment of wastewater, owing to its excellent denitrification performance. A pre-denitrification bio-filter system was applied for treating laboratory simulated tail-water from municipal sewage treatment plant. By adjusting reflux ratio of nitrification liquor (50%, 100% and 150%) and hydraulic loading (1.0, 1.5 and 2.0 m3·(m2·h)-1), the removal efficiency of COD, TN and NH4+-N in the pre-denitrification bio-filter system were investigated. The results showed that, when the reflux ratio of nitrification liquor was 100%, the system had the best pollutants removal performance, the effluent concentrations of COD, TN and NH4+-N reduced from the 120, 35 and 15 mg·L-1 to 7.62, 5.02 and 0.60 mg·L-1, showing average removal efficiency of 93.65%, 85.65% and 96.00%, respectively. Under a hydraulic loading of 1.5 m3·(m2·h)-1, the average removal rates of COD, TN, NH4+-N reached to 83.00%, 90.14% and 95.73%, respectively, and the effluent water quality could meet the requirement of first grade A standards in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002).

Reference (16)

Catalog

/

DownLoad:  Full-Size Img  PowerPoint