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同步脱氮除磷颗粒污泥硝化反硝化特性试验研究
引用本文:刘小英,林慧,马兆瑞,王磊,刘静伟,郭超,姜应和.同步脱氮除磷颗粒污泥硝化反硝化特性试验研究[J].环境科学,2014,35(1):214-220.
作者姓名:刘小英  林慧  马兆瑞  王磊  刘静伟  郭超  姜应和
作者单位:武汉理工大学土木工程与建筑学院, 武汉 430070;武汉理工大学城镇供水与水污染控制技术研究中心, 武汉 430070;武汉理工大学土木工程与建筑学院, 武汉 430070;武汉理工大学城镇供水与水污染控制技术研究中心, 武汉 430070;武汉理工大学土木工程与建筑学院, 武汉 430070;武汉理工大学城镇供水与水污染控制技术研究中心, 武汉 430070;武汉市城市排水发展有限公司, 武汉 430060;武汉理工大学土木工程与建筑学院, 武汉 430070;武汉理工大学城镇供水与水污染控制技术研究中心, 武汉 430070;武汉科技大学城市建设学院, 武汉 430065;武汉理工大学土木工程与建筑学院, 武汉 430070;武汉理工大学城镇供水与水污染控制技术研究中心, 武汉 430070
基金项目:中央高校基本科研业务专项(2012-Ⅳ-072);武汉理工大学本科生自主创新研究基金项目(116606001,126806006);国家自然科学基金项目(31270573);国家级大学生创新训练计划项目(20121049706003);武汉市城市排水发展有限公司资助项目
摘    要:在厌氧/好氧交替运行的SBR反应器中,以成熟的脱氮除磷颗粒污泥为研究对象,对其硝化及反硝化特性进行研究.结果表明,静态试验中颗粒污泥的最大硝化速率为14.13 mg·(g·h)-1,最大反硝化速率为34.89 mg·(g·h)-1,最大缺氧吸磷反硝化速率为13.11 mg·(g·h)-1,污泥具有较好的硝化、反硝化性能;反应器中污泥最大硝化速率为4.60 mg·(g·h)-1,最大反硝化速率为1.43 mg·(g·h)-1;通过N的物料平衡得到,同步硝化反硝化反应去除N约为232.5 mg·d-1,占N去除总量的54.3%;另外,颗粒污泥对P和N的去除率分别在95%和90%左右,反应器具有较好的同步脱氮除磷效果.

关 键 词:颗粒污泥  硝化  反硝化  同步硝化反硝化  脱氮
收稿时间:4/9/2013 12:00:00 AM
修稿时间:2013/6/14 0:00:00

Characteristics of Nitrification and Denitrification for Simultaneous Nitrogen and Phosphorus Removal by Granular Sludge
LIU Xiao-ying,LIN Hui,MA Zhao-rui,WANG Lei,LIU Jing-wei,GUO Chao and JIANG Ying-he.Characteristics of Nitrification and Denitrification for Simultaneous Nitrogen and Phosphorus Removal by Granular Sludge[J].Chinese Journal of Environmental Science,2014,35(1):214-220.
Authors:LIU Xiao-ying  LIN Hui  MA Zhao-rui  WANG Lei  LIU Jing-wei  GUO Chao and JIANG Ying-he
Institution:School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, China;Research Center of Urban Water Supply and Contaminated Water Control Technology, Wuhan University of Technology, Wuhan 430070, China;School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, China;Research Center of Urban Water Supply and Contaminated Water Control Technology, Wuhan University of Technology, Wuhan 430070, China;School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, China;Research Center of Urban Water Supply and Contaminated Water Control Technology, Wuhan University of Technology, Wuhan 430070, China;Wuhan City Drainage Development Limited Company, Wuhan 430060, China;School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, China;Research Center of Urban Water Supply and Contaminated Water Control Technology, Wuhan University of Technology, Wuhan 430070, China;School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China;School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, China;Research Center of Urban Water Supply and Contaminated Water Control Technology, Wuhan University of Technology, Wuhan 430070, China
Abstract:In the alternating anaerobic/aerobic SBR reactor,the nitrification and denitrification characteristics of simultaneous nitrogen and phosphorus removal by granular sludge were studied. The results of batch experiments indicated that the maximal nitrification rate, denitrification rate, anoxic phosphorus uptake and denitrification rate were 14.13 mg·(g·h)-1, 34.89 mg·(g·h)-1 and 13.11 mg·(g·h)-1, respectively. In SBR, the maximal nitrification rate and denitrification rate were 4.60 mg·(g·h)-1 and 1.43 mg·(g·h)-1, respectively, which were lower than those in the batch test. The amount of nitrogen removal by the simultaneous nitrification and denitrification process was approximately 232.5 mg·d-1, which was 54.3% of the total nitrogen removal. The removal efficiency of N and P was about 90% and 95%, respectively. The simultaneous nitrogen and phosphorus removal by granular sludge showed high efficiency in nitrogen and phosphorus removal.
Keywords:granular sludge  nitrification  denitrification  simultaneous nitrification and denitrification  nitrogen removal
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