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A~2/O工艺在污水处理厂升级改造中的应用

APPLICATION OF A~2/O PROCESS IN THE UPGRADING AND RECONSTRUCTION OF WASTEWATER TREATMENT PLANT

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【作者】 汉京超郑宇国黄开恩王承波王红武刘燕

【Author】 Han Jingchao1,Zheng Yuguo2,Huang Kaien3,Wang Chengbo2,Wang Hongwu4,Liu Yan1(1.Department of Environmental Science and Engineering,Fudan University,Shanghai 200433,China; 2.Nanping Water Supply Company,Nanping 353000,China;3.Nanping Urban and Rural Planning Design Research Institute, Nanping 353000,China;4.School of Environmental Science and Engineering,Tongji University,Shanghai 200092,China)

【机构】 复旦大学环境科学与工程系南平市供排水公司南平市城乡规划设计研究院同济大学环境科学与工程学院

【摘要】 南平市塔下污水处理厂处理规模为5×104m3.d-1,原设计为SBR工艺,2006年升级改造为A2/O工艺。介绍了该厂A2/O工艺特点及其设计、运行参数。A2/O反应池总污泥龄约为15~25 d,采用混合液内回流+污泥回流的脱氮除磷模式。进水为生活与工业混合污水(约121:),COD和BOD分别在180~400 mg.L-1和30~160 mg.L-1范围内变化。工艺优化后,COD、BOD5、SS、NH3-N、TN和TP的平均去除率分别可达90%、96%9、5%9、0%、64%、64%,出水水质可达到GB18918-2002的一级B标准,说明对于进水COD和BOD5较高的混合污水,采用A2/O是可行且有效的。

【Abstract】 The Taxia wastewater treatment plant of nanping City had a treatment capacity of 5×104 m3 ·d-1.The process was designed as SBR initially and then optimized to A2/O in 2006.The technological features,the design and operating parameters were introduced.The total sludge age was around 15~25 d while the mixed-liquid and sludge was recycled to improve the NH3-N and TP removal efficiency.The influent was domestic and industrial mixed sewage(about 12:1).The COD and BOD5 ranged 180~400 mg·L-1 and 30~160 mg·L-1,respectively.After the process optimization,The average removal efficiency of COD、BOD5、SS、NH3-N、TN and TP was achieved to be 90%、96%、95%、90%、64% and 64%,respectively.The effluent quality reached the first level B criteria specified in the discharge standard of pollutants for municipal wastewater treatment plant(GB 18918-2002),proving that A2/O process is feasible and effective in treating combined sewage with high organics concentrations.

  • 【文献出处】 水处理技术 ,Technology of Water Treatment , 编辑部邮箱 ,2011年09期
  • 【分类号】X703.1
  • 【被引频次】16
  • 【下载频次】653
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