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基于结构和工艺流程革新的AO工艺提标改造 被引量:2

Upgrading and renovation of AO process based on structure reconstruction and process-flow innovation
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摘要 通过实验进行了基于结构造和工艺流程革新的AO工艺提标改造研究。改造前后的对比实验结果表明,提标改造后的D-A^2O反应器在(24±2)℃温度下COD、TN、NH_3-N、TP去除率分别可达92.24%、84.77%、98.65%和92.11%,比AO反应器相应污染物去除率分别提高了5%、14%、14%和20%,出水水质优于GB 18918-2002中一级A标准;同时,本升级改造后形成的D-A^2O反应器于不同温度下具有较强的稳定性,且污泥龄(SRT)可延长至30~35 d。根据小试结果粗略估算,将AO改造成D-A^2O技术所需增加的基建投资费用小于AO工艺原有基建费用4%,可节约污水处理运行费用约6%。结果表明,提标改造在技术上和经济上均具有可行性。 A laboratory-scale experiment was conducted to examine the upgrading and renovation of an AO process,based on reconstruction of the plant and process-flow innovation. The results show COD,TN,NH3-N,and TP removal rates of 92. 24%,84. 77%,98. 65%,and 92. 11%,respectively,in the D-A2 O reactor at a temperature of( 24 ± 2) ℃. These results represent increases of 5%,14%,14%,and 20%,respectively,compared to those of the AO reactor. Consequently,effluent from the D-A2 O reactor was of better quality than the A( first-level) effluent standard. Furthermore,the upgrading and renovation of the D-A2 O reactor was stable operation at different temperatures,and the sludge retention time( SRT) of the D-A2 O reactor was extended to 30 to 35 d. Based on the results of the laboratory-scale trial,the capital cost of this upgrade and renovation represent less than 4%of the original construction( AO process) cost,and operational costs could be reduced by approximately 6%. The results of the trial indicate that this upgrade and renovation is technically and economically feasible.
出处 《环境工程学报》 CAS CSCD 北大核心 2016年第10期5568-5572,共5页 Chinese Journal of Environmental Engineering
基金 国家自然科学基金资助项目(51568066) 云南省科技厅青年项目(2016FD114)
关键词 AO工艺 提标改造 D-A2O反应器 脱氮除磷 AO process upgrading and renovation D-A2O reactor nitrogen and phosphorus removal
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  • 1董良飞,薛涛,郗晓敏,刘姗,黄霞.A^2/O/A/MBR中试装置的除污效能研究[J].中国给水排水,2009,25(23):6-9. 被引量:22
  • 2韩相奎,叶长兵,林年丰,刘文,艾胜书,宋世霞.异波折板高效水解酸化废水的处理技术[J].中国环境科学,2004,24(3):360-363. 被引量:8
  • 3李春光.污水厂改造设计中应注意的几个问题[J].中国给水排水,2006,22(4):34-36. 被引量:8
  • 4王学江,夏四清,陈玲,赵建夫.DO对MBBR同步硝化反硝化生物脱氮影响研究[J].同济大学学报(自然科学版),2006,34(4):514-517. 被引量:61
  • 5国家环境保护总局.水和废水监测分析方法(第3版)[M].北京:中国环境科学出版社,1989,5..
  • 6Pai Tzu-Yi. Modeling nitrite and nitrate variations in A^2O process under different return oxic mixed liquid using an extended model. Process Biochemistry, 2007, 42(3) : 978 -989.
  • 7LIU Zhiqiang, ZHANG Xiaomei. A pilot study on domestic wastewater treatment with A/O-MBR systems[J]. Bioinfor maties and Biomedical Engineering,2010(8) :18-20.
  • 8AHN K H, SONG K G, CHO E, et al. Enhanced biological phosphorus and nitrogen removal using a sequencing anoxic/ anaerobic membrane bioreactor (SAM) process[J]. Desalina- tion,2003,157(1/2/3) :345-352.
  • 9国家环境保护总局《水和废水监测分析方法》编委会.水和废水监测分析方法[M].4版.北京:中国环境科学出版社,2002:156-290.
  • 10GB18918-2002.城镇污水处理厂污染物排放标准[S].[S].,..

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