首页|应用A2/O生物接触氧化工艺处理低碳氮比污水工程设计与处理效能

应用A2/O生物接触氧化工艺处理低碳氮比污水工程设计与处理效能

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在污水处理厂运行过程中低碳氮比污水难于处理,特别是工业废水或城市污水雨季期间,处理效果不稳定,出水水质差,需要投加大量碳源,是目前迫切需要解决的问题.本研究探讨了东莞市长安镇第四工业区污水处理厂(厌氧-缺氧-好氧(A2/O)生物接触氧化工艺)在低碳氮比(BOD·NH3-N-1)和低碳磷比(BOD·TP-1)条件下的水质指标变化规律.长安镇第四工业区污水处理厂采用"预处理水解酸化+A2/O生物接触氧化+化学除磷"工艺,在预反硝化池后增设水解酸化池对进厂污水进行预处理水解酸化,提高其可生化性;采用A2/O生物接触氧化工艺进行同步脱氮除磷生化处理;采用化学除磷降低出水中磷浓度.污水处理厂采用半地埋连体式建设,主要构筑物及设备水力停留时间、BOD5容积负荷等参数满足规范要求.项目建成后进行调试挂膜和试运行,工艺设备运行稳定,对生活污水污染物去除效果良好,具有良好的工程适用性,是推进污水处理减污降碳、降本增效的可行技术选择.
A case study on domestic sewage treatment plant using A2/O biological contact oxidation process for treating the wastewater with low carbon and nitrogen ratio
Low carbon nitrogen ratio wastewater is difficult to treat during the operation of sewage treatment plants,especially for the industrial wastewater or urban wastewater during the rainy season.The unstable treatment performance,the poor effluent quality,and the need to add large amounts of carbon sources are pressing issues that need to be addressed.With respect to the difficulty in the treatment of the wastewater with low carbon and nitrogen ratio,a process of anaerobic anoxic oxic(A2/O)biological contact oxidation process was used in the fourth industrial zone of Chang'an Town.The study was to explore the changes in water quality indicators of the sewage treatment plant under low carbon nitrogen ratio(BOD·NH3-N-1)and low carbon phosphorus ratio(BOD·TP-1)conditions.The sewage treatment plant in the Fourth Industrial Zone of Chang'an Town adopted the process of"pre-treatment hydrolysis acidification+A2/O biological contact oxidation+chemical phosphorus removal",with a hydrolysis acidification tank after the pre denitrification tank to pretreat and hydrolyze the influent of the wastewater,and for improving the biodegradability of wastewater.Adopting A2/O biological contact oxidation process for synchronous denitrification and phosphorus removal biochemical treatment.Using chemical phosphorus removal to reduce phosphorus content in effluent.The sewage treatment plant adopts semi buried connected structure,and the hydraulic retention time,BOD5 volumetric load and other parameters of the main structures and configuration equipment meet the regulatory requirements.After the completion of the project,membrane installation,and system operation were carried out,the process equipment operated stably and had a good effect on the removal of pollutants from domestic sewage and good engineering applicability,and was proved to be a feasible technical choice to promote sewage treatment for pollution reduction and carbon reduction,cost reduction and efficiency enhancement.

sewage treatment plantA2/Obiological contact oxidation process

吴广祥、李德强、刘鹏程、马军、王永磊、武道吉

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广东省建筑设计研究院有限公司,广州 510010

哈尔滨工业大学环境学院城市水资源与水环境国家重点实验室,哈尔滨 150090

山东建筑大学市政与环境工程学院,济南 250101

污水处理厂 厌氧-缺氧-好氧 生物接触氧化工艺

2024

环境工程学报
中国科学院生态环境研究中心

环境工程学报

CSTPCD北大核心
影响因子:0.804
ISSN:1673-9108
年,卷(期):2024.18(10)