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作 者:李激[1,2,3] 王燕 熊红松[4] 谈振娇 吕贞 郑凯凯[1] 邹吕熙[1] 罗国兵 叶亮 张正豪 王慕 LI Ji;WANG Yan;XIONG Hong-song;TAN Zhen-jiao;Lü Zhen;ZHENG Kai-kai;ZOU Lü-xi;LUO Guo-bing;YE Liang;ZHANG Zheng-hao;WANG Mu(School of Environment and Civil Engineering,Jiangnan University,Wuxi 214122,China;Jiangsu Key Laboratory of Anaerobic Biotechnology,Jiangnan University,Wuxi 214122,China;Jiangsu Collaborative Innovation Center of Water Treatment Technology&Material,Suzhou 215009,China;Wuhan Urban Drainage Development Co.Ltd.,Wuhan 430013,China;Wuxi Municipal Public Environmental Testing Research Institute Co.Ltd.,Wuxi 214000,China;Changzhou Drainage Management Office,Changzhou 213017,China;Wuxi Supply and Drainage Monitoring Station,Wuxi 214000,China;Wuxi Water Group Co.Ltd.,Wuxi 214000,China)
机构地区:[1]江南大学环境与土木工程学院,江苏无锡214122 [2]江苏省厌氧生物技术重点实验室,江苏无锡214122 [3]江苏高校水处理技术与材料协同创新中心,江苏苏州215009 [4]武汉市城市排水发展有限公司,湖北武汉430073 [5]无锡市政公用环境检测研究院有限公司,江苏无锡214000 [6]常州市排水管理处,江苏常州213017 [7]无锡市城市供排水监测站,江苏无锡214011 [8]无锡市水务集团有限公司,江苏无锡214000
出 处:《中国给水排水》2020年第8期7-19,共13页China Water & Wastewater
基 金:国家水体污染控制与治理科技重大专项(2017ZX07202001-004);江苏省重点研发计划(社会发展)科技示范工程项目(BE2015622)。
摘 要:我国《城镇污水处理厂污染物排放标准》(GB 18918-2002)将粪大肠菌群数列为出水基本控制指标之一,要求污水处理过程中必须进行消毒,以降低病原微生物对人畜产生的健康风险。为了解污水处理消毒设施运行的效果,对全国56座城镇污水处理厂进行了调研,分析了消毒单元存在的问题并提出应对措施。调研结果表明,采用次氯酸钠和二氧化氯作为消毒剂的污水处理厂数量占调研总量的91.6%。次氯酸钠和二氧化氯消毒的优势在于持久性效果较好以及运行管理相对简单。但调研数据显示,72%的污水处理厂有效氯投加量为1~4 mg/L,14%的污水处理厂有效氯投加量过高,超过了6 mg/L;消毒接触时间≥30 min的污水处理厂仅占43%,消毒接触时间≤10 min和≤2 min的污水处理厂分别占28%和17%;此外,50%的污水处理厂未对消毒后的总余氯含量进行测试,在已检测该指标的污水处理厂中,总余氯浓度≥0.20 mg/L的占70%。针对调研中发现的问题,结合文献报道以及试验数据,提出了污水处理厂消毒设施优化运行建议,并展望了未来的主要研究方向,以期为城镇污水处理厂更合理地设计、运行消毒设施提供理论依据和技术指导。Since fecal coliform is one of the basic effluent control indexes in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002),disinfection is required as part of the wastewater treatment process to reduce the risk of pathogenic microorganism on human and animal health.A total of 56 municipal wastewater treatment plants(WWTPs)were investigated in this study to analyze the operation effect of disinfection facilities.Disinfection unit problems are summarized and countermeasures are proposed.The results of this study show that 91.6%of municipal WWTPs use sodium hypochlorite and chlorine dioxide as disinfectants which have the advantages of enhanced durability,relatively simple operation,and management.Results also show that effective chlorine dosage was between 1 mg/L and 4 mg/L in 72%of WWTPs,rising to over 6 mg/L in 14%of plants.Data show that 43%of WWTPs had more than 30 minutes disinfection contact time while 28%and 17%had contact times less than ten minutes and two minutes,respectively.In addition,50%of WWTPs did not test total residual chlorine after disinfection;and this concentration was higher than 0.20 mg/L in 70%of tested plants.In view of the issues revealed by this study,a number of suggestions for the optimal operation of WWTP disinfection facilities are proposed based on the literature and new experiment data.Future research directions are also proposed in order to provide a theoretical basis and guidance for the design and operation of municipal WWTP disinfection facilities.
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