净水技术2024,Vol.43Issue(3) :29-38.DOI:10.15890/j.cnki.jsjs.2024.03.004

二级出水中有机物深度处理工艺的研究进展

Research Progress on Secondary Effluent Organic Matter Treatment by Advanced Treatment Process

彭鹏 唐晨 刘斌 周娟娟 安莹
净水技术2024,Vol.43Issue(3) :29-38.DOI:10.15890/j.cnki.jsjs.2024.03.004

二级出水中有机物深度处理工艺的研究进展

Research Progress on Secondary Effluent Organic Matter Treatment by Advanced Treatment Process

彭鹏 1唐晨 2刘斌 1周娟娟 1安莹2
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作者信息

  • 1. 上海市政工程设计研究总院<集团>有限公司,上海 200092
  • 2. 上海电力大学环境与化学工程学院,上海 200090
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摘要

随着我国经济发展,城市污水和工业废水排放量不断增加.由于目前污水处理厂多采用生物法,二次出水中仍含有部分难以被生物降解的有机物,如果不经过处理直接排放,会对人体和生态环境造成威胁.污水二级出水有机物(EfOM)是污水经二级生化处理后剩余的有机物,主要来源于天然有机物、可溶性微生物产物和合成有机化合物.文中介绍了 EfOM的主要组成并对其进行了量化和表征,综述了各种深度处理工艺(即混凝、高级氧化、吸附、膜分离)在去除EfOM方面的性能和优缺点,并通过组合工艺对污染物去除效果与单一工艺进行对比分析,为EfOM的有效去除提供理论依据.

Abstract

With economic development at home,municipal wastewater and industrial wastewater emissions are increasing,due to the current wastewater treatment plants use biological treatment,the secondary effluent still contains part of the organic matter that is difficult to be biodegradable.If direct discharge without treatment,it will be a threat to the human body and the ecological environment.Secondary effluent organic matter(EfOM)is the remaining organic matter of wastewater after secondary biochemical treatment,mainly derived from natural organic matter,soluble microbial products and synthetic organic compounds.In this paper,the main components of EfOM are introduced,quantified and characterized.And then the performance and advantages and disadvantages of various deep treatment processes(i.e.,coagulation,advanced oxidation,adsorption,membrane separation)in removing EfOM are reviewed,and the removal effect is compared with a single process by the combined process,which can provide a theoretical basis for the effective removal of EfOM.

关键词

二级出水有机物(EfOM)/深度处理/高级氧化/吸附/组合工艺

Key words

secondary effluent organic matter(EfOM)/advanced treatment/advanced oxidation/adsorption/combined process

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基金项目

上海市科委科技创新行动计划(22dzl209206)

出版年

2024
净水技术
上海市净水技术学会,上海市城乡建设和交通委员会科学技术委员会办公室

净水技术

CSTPCD
影响因子:0.643
ISSN:1009-0177
参考文献量59
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