何金峰, 石文杰, 胡宁, 王清华, 黄磊. 梁滩河治理工程净化效果及其增温潜势[J]. 环境卫生学杂志, 2024, 14(7): 609-616. DOI: 10.13421/j.cnki.hjwsxzz.2024.07.011
    引用本文: 何金峰, 石文杰, 胡宁, 王清华, 黄磊. 梁滩河治理工程净化效果及其增温潜势[J]. 环境卫生学杂志, 2024, 14(7): 609-616. DOI: 10.13421/j.cnki.hjwsxzz.2024.07.011
    HE Jin-feng, SHI Wen-jie, HU Ning, WANG Qing-hua, HUANG Lei. Purification effect and global warming potential of Liangtan river treatment project[J]. Journal of Environmental Hygiene, 2024, 14(7): 609-616. DOI: 10.13421/j.cnki.hjwsxzz.2024.07.011
    Citation: HE Jin-feng, SHI Wen-jie, HU Ning, WANG Qing-hua, HUANG Lei. Purification effect and global warming potential of Liangtan river treatment project[J]. Journal of Environmental Hygiene, 2024, 14(7): 609-616. DOI: 10.13421/j.cnki.hjwsxzz.2024.07.011

    梁滩河治理工程净化效果及其增温潜势

    Purification effect and global warming potential of Liangtan river treatment project

    • 摘要:
      目的 探究“生物转盘+人工湿地”组合工艺对受污染河水的净化效果,明确处理过程中温室气体的排放特征,为生物生态工艺的应用和推广提供技术支撑。
      方法 以梁滩河治理工程为对象,在分析组合工艺对污染物去除效果的基础上,采用顶空法和静态箱法探究处理过程中温室气体释放规律。
      结果 组合工艺对氨氮(NH4+-N)去除率常年稳定在90%以上,出水浓度达到《地表水环境质量标准》(GB 3838-2002)Ⅱ类标准;对总氮(TN)、总磷(TP)和化学需氧量(COD)去除效果良好,基本达到Ⅴ类标准。组合工艺排放的温室气体以CO2为主,且气体释放量具有明显季节变化特征,表现为暖季高于寒季。暖季增温潜势(GWP)达2.00×104g/d,是寒季GWP的2.10倍。N2O、CH4和CO2年平均释放量分别为2.61、70.64和1.77×104mg/(m3·d)。
      结论 “生物转盘+人工湿地”组合工艺能实现功能互补,在受污染河水处理中可以综合实现污染物高效净化和温室气体减排。

       

      Abstract:
      Objective To investigate the purification effect of a combined system of rotating biological contactors and hybrid constructed wetlands on polluted river water, as well as the emission characteristics of greenhouse gases during the treatment process, and to provide technical support for the application and promotion of biological and ecological technology.
      Methods With Liangtan River treatment project as the subject of investigation, the effect of the combined process in removing pollutants was analyzed, and the headspace and static box method were used to investigate the release pattern of greenhouse gases during the treatment process.
      Results Throughout the year, the combined process showed a removal rate exceeding 90% for ammonia nitrogen (NH4+-N), with an effluent concentration that met the Class Ⅱ standard in the Environmental Quality Standards for Surface Water(GB 3838-2002), and it also showed a good effect in removing total nitrogen(TN), total phosphorus(TP), and chemical oxygen demand(COD) and basically reached the Class Ⅴ standard. CO2 was the primary greenhouse gas emitted by the combined process, and the release amount of gases displayed significant seasonal variations with greater emissions during the warm season. In addition, global warming potential (GWP) reached 2.00×104 g/d in the warm season, which was 2.10 times that in the cold season. The mean annual emissions of N2O, CH4, and CO2 were 2.61, 70.64, and 1.77×104 mg/(m3·d), respectively.
      Conclusion The combined process of rotating biological contactors and hybrid constructed wetlands shows a synergistic effect in achieving efficient pollutant purification and greenhouse gas emission reduction during the treatment of polluted river water.

       

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