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A_mO_n一体化工艺的脱氮除磷功能与优化设计
引用本文:周雪飞,张亚雷,胡茂冬,蒋明.A_mO_n一体化工艺的脱氮除磷功能与优化设计[J].同济大学学报(自然科学版),2010,38(10):1468-1472.
作者姓名:周雪飞  张亚雷  胡茂冬  蒋明
作者单位:1. 同济大学,环境科学与工程学院,上海,200092;同济大学,长江水环境教育部重点实验室,上海,200092
2. 上海大学,环境与化学工程学院,上海,200444
基金项目:国家自然科学基金项目(20876117);国家科技支撑计划项目(2008BAJ08B13,2008BAJ08B21)
摘    要:基于传统污水处理脱氮除磷工艺的原理设计出一体化脱氮除磷工艺.通过小试试验运行反应器并利用活性污泥2D模型对其进行设计优化.结果表明:反应器对生活污水中CODCr,NH3-N,总氮和总磷的去除率分别达到74.40%,93.15%,73.35%和33.20%.根据实验结果建立的工艺数学模型较好地模拟出了该反应器的功能,模型通过对反应器内厌氧、缺氧、好氧区的灵活组合可以实现对反应器的优化设计.该工艺占地面积小,出水能够达到国家二级排放标准,优化后能进一步提高出水水质.

关 键 词:一体化脱氮除磷工艺    活性污泥2D模型    优化设计
收稿时间:2009/6/11 0:00:00
修稿时间:6/25/2010 2:29:52 PM

Nitrogen and Phosphorus Removal of AmOn Integrative Process:Effect and Design Optimization
ZHOU Xuefei,ZHANG Yalei,HU Maodong and JIANG Ming.Nitrogen and Phosphorus Removal of AmOn Integrative Process:Effect and Design Optimization[J].Journal of Tongji University(Natural Science),2010,38(10):1468-1472.
Authors:ZHOU Xuefei  ZHANG Yalei  HU Maodong and JIANG Ming
Institution:College of Environmental Science and Engineering,Tongji University,Shanghai 200092,China; Key Laboratory of Yangtze Water Environment of Ministry of Education,Tongji University,Shanghai 200092,China;College of Environmental Science and Engineering,Tongji University,Shanghai 200092,China; Key Laboratory of Yangtze Water Environment of Ministry of Education,Tongji University,Shanghai 200092,China;School of Environment and Chemical Engineering,Shanghai University,Shanghai 200444,China;College of Environmental Science and Engineering,Tongji University,Shanghai 200092,China; Key Laboratory of Yangtze Water Environment of Ministry of Education,Tongji University,Shanghai 200092,China
Abstract:An integrated nitrogen and phosphorus removal process(AmOn) was developed based on the traditional theory of wastewater nutrients treatment process.A reactor was operated in a pilot-scale study,by using activated sludge model No.2D(ASM2D)to optimize the process.The results show that the treatment efficiency of CODCr,NH3N,TN and TP of domestic wastewater achieved by AmOn are up to 74.40%,93.15%,73.35% and 33.20% respectively.Mathematics model established based on experimental results simulated the effect of reactor well,and the combination of anaerobic/anoxic/aerobic districts smartly could accomplish design optimization.AmOn process occupies less space,and effluent could reach the second national discharge standard.After optimization the effluent quality can be further improved.
Keywords:integrated nitrogen and phosphorus removal process  activated sludge model No  2D  design optimization
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