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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
shu

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

  • 1.

    College of Environmental Science and Engineering, Beijing Forestry University, Beijing 100083, China

  • 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

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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:

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).

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