生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择

刘建伟, 吕臣, 夏雪峰, 刘会平. 生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择[J]. 环境工程学报, 2014, 8(1): 273-279.
引用本文: 刘建伟, 吕臣, 夏雪峰, 刘会平. 生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择[J]. 环境工程学报, 2014, 8(1): 273-279.
Liu Jianwei, Lu Chen, Xia Xuefeng, Liu Huiping. Selection of packing materials for biofilter to treat odor and bioaerosol from municipal wastewater treatment process[J]. Chinese Journal of Environmental Engineering, 2014, 8(1): 273-279.
Citation: Liu Jianwei, Lu Chen, Xia Xuefeng, Liu Huiping. Selection of packing materials for biofilter to treat odor and bioaerosol from municipal wastewater treatment process[J]. Chinese Journal of Environmental Engineering, 2014, 8(1): 273-279.

生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择

  • 基金项目:

    国家自然科学基金资助项目(50908009)

    北京市优秀人才培养资助项目(2011D005017000001)

    北京市教育委员会科技计划项目(KM201210016003)

  • 中图分类号: X512

Selection of packing materials for biofilter to treat odor and bioaerosol from municipal wastewater treatment process

  • Fund Project:
  • 摘要: 采用实验室规模的生物滤池对含硫化氢、氨和微生物气溶胶的气体进行处理,并对海绵、陶粒、堆肥和空心塑料小球4种物质作为反应器填料的性能进行比较。结果表明,不同填料生物滤池对硫化氢、氨和微生物气溶胶的去除效率明显不同,去除效率从高到低的顺序依次为海绵、陶粒、堆肥和空心塑料小球生物滤池。海绵和陶粒生物滤池出气异养细菌和真菌主要以小粒径粒子为主。在同样的进气和运行条件下,堆肥填料层的压力降最大,其次是陶粒和空心塑料小球填料层,海绵填料层的压力降最小。对4种填料的性能进行综合比较,海绵和陶粒较适宜作为处理硫化氢、氨和微生物气溶胶的生物滤池填料。
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  • [1] Pascual L., Pérez-luz S., Santamaría A. Bioaerosol emission from wastewater treatment plants. Aerobiologia, 2003, 19(3-4): 261-270
    [2] O'hara R. E., Rubin R. Reducing bioaerosol dispersion from wastewater treatment and its land application: A review and analysis. Journal of Environmental Health, 2005, 68(2):24-29
    [3] Jiang X., Tay J. H. Removal mechanisms of H2S using exhausted carbon in biofiltration. Journal of Hazardous Materials,2011, 185(2-3): 1543-1549
    [4] Ramirez-Lopez E.M., Corona-Hernandez J., Avelar-Gonzalez F. J., et al. Biofiltration of methanol in an organic biofilter using peanut shells as medium. Bioresource Technology, 2010, 101(1): 87-91
    [5] Lebrero R., Rodríguez E., García-Encina P.A., et al. A comparative assessment of biofiltration and activated sludge diffusion for odour abatement. Journal of Hazardous Materials,2011,190(1-3): 622-630
    [6] Easter C., Quigley C., Burrowes P., et al. Odor and air emissions control using biotechnology for both collection and wastewater treatment systems. Chemical Engineering Journal, 2005, 113(2-3): 93-104
    [7] Kennes C., Veiga M. C. Bioreactors for Waste Gas Treatment. Kluwer Academic Publishers, Dordrecht, Boston, 2001
    [8] 刘建伟, 马文林, 赵玉柱,等.两段生物滤池处理城市污水厂恶臭气体中试研究. 环境工程学报, 2011, 5(8):1825-1830 Liu J.W., Ma W.L., Zhao Y.Z., et al. Pilot study on odors removal in a sewage treatment plant using a two-stage biofilter. Chinese Journal of Environmental Engineering, 2011, 5(8):1825-1830(in Chinese)
    [9] 王明健, 李歆. 污水厂生物过滤除臭工艺及工程设计. 中国给水排水, 2009, 25(16): 32-35 Wang M.J., Li X. Biofiltration deodorization process and project design in wastewater treatment plant.China Waster & Wastewater, 2009, 25(16): 32-35(in Chinese)
    [10] Akdeniz N., Janni K.A., Salnikov I.A. Biofilter performance of pine nuggets and lava rock as media. Bioresource Technology, 2011,102(4): 4974-4980
    [11] Elias A., Barona A., Arreguy A., et al. Evaluation of a packing material for the biodegradation of H2S and product analysis. Process Biochemistry, 2002, 37(8):813-820
    [12] 刘建伟, 王志良. 生物滴滤塔处理有机废气的填料选择研究. 环境污染与防治, 2012, 34(4):17-21, 27 Liu J.W., Wang Z.L. Research on packing materials selection for biotrickling filter to treat waste gas containing organic compounds. Environmental Pollution and Control, 2012, 34(4):17-21, 27(in Chinese)
    [13] Gjaltema A., Tijhuis L., Van Loosdrecht M.C.,et al. Detachment of biomass from suspended nongrowing spherical biofilms in airlift reactors. Biotechnology and Bioengineering, 1995, 46(3): 258-269
    [14] Schlegelmilch M., Herold T., Streese J., et al. The potential to reduce emissions of airborne microorganisms by means of biological waste gas treatment systems. Waste Management, 2005, 25(9):955-964
    [15] Sanchez-Monedero M. A., Stentiford E. I., Mondini C. Biofiltration at composting facilities: Effectiveness for bioaerosol control. Environ.Sci. & Technol., 2003, 37(18):4299-4304
    [16] 张俊超,刘建伟,马文林,等. 城市固体废弃物综合处理厂微生物气溶胶污染特性. 环境工程学报, 2012, 6(8): 2825-2829 Zhang J.C., Liu J.W., Ma W.L., et al. Characteristics of microbial aerosol pollution in urban solid waste comprehensive treatment plant.Chinese Journal of Environmental Engineering, 2012, 6(8):2825-2829(in Chinese)
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出版历程
  • 收稿日期:  2012-11-26
  • 刊出日期:  2014-01-03
刘建伟, 吕臣, 夏雪峰, 刘会平. 生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择[J]. 环境工程学报, 2014, 8(1): 273-279.
引用本文: 刘建伟, 吕臣, 夏雪峰, 刘会平. 生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择[J]. 环境工程学报, 2014, 8(1): 273-279.
Liu Jianwei, Lu Chen, Xia Xuefeng, Liu Huiping. Selection of packing materials for biofilter to treat odor and bioaerosol from municipal wastewater treatment process[J]. Chinese Journal of Environmental Engineering, 2014, 8(1): 273-279.
Citation: Liu Jianwei, Lu Chen, Xia Xuefeng, Liu Huiping. Selection of packing materials for biofilter to treat odor and bioaerosol from municipal wastewater treatment process[J]. Chinese Journal of Environmental Engineering, 2014, 8(1): 273-279.

生物滤池处理城市污水工艺中恶臭和微生物气溶胶的填料选择

  • 1. 北京建筑大学城市雨水系统与水环境省部共建教育部重点实验室, 北京 100044
  • 2. 北京智创环绿科技有限公司, 北京 100085
基金项目:

国家自然科学基金资助项目(50908009)

北京市优秀人才培养资助项目(2011D005017000001)

北京市教育委员会科技计划项目(KM201210016003)

摘要: 采用实验室规模的生物滤池对含硫化氢、氨和微生物气溶胶的气体进行处理,并对海绵、陶粒、堆肥和空心塑料小球4种物质作为反应器填料的性能进行比较。结果表明,不同填料生物滤池对硫化氢、氨和微生物气溶胶的去除效率明显不同,去除效率从高到低的顺序依次为海绵、陶粒、堆肥和空心塑料小球生物滤池。海绵和陶粒生物滤池出气异养细菌和真菌主要以小粒径粒子为主。在同样的进气和运行条件下,堆肥填料层的压力降最大,其次是陶粒和空心塑料小球填料层,海绵填料层的压力降最小。对4种填料的性能进行综合比较,海绵和陶粒较适宜作为处理硫化氢、氨和微生物气溶胶的生物滤池填料。

English Abstract

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