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城市污水三污泥系统自养脱氮与强化生物除磷
引用本文:易鹏,张树军,甘一萍,常江,彭永臻,曹相生.城市污水三污泥系统自养脱氮与强化生物除磷[J].环境科学,2010,31(10):2390-2397.
作者姓名:易鹏  张树军  甘一萍  常江  彭永臻  曹相生
作者单位:1. 北京工业大学建筑工程学院,水质科学与水环境恢复工程北京市重点实验室,北京,100124
2. 北京城市排水集团有限责任公司,北京,100022
基金项目:“十一五”国家科技支撑计划重点项目(2006BAC19B01); 国家水体污染控制与治理科技重大专项(2008ZX07314-008) ;中国科学院知识创新工程重要方向项目(KSCX2-YW-G-054)
摘    要:采用"A/O除磷+半亚硝化-厌氧氨氧化自养脱氮"三污泥系统,实现了城市污水营养物经济高效去除.结果表明,在水力停留时间(HRT)为3.6h条件下,A/O除磷系统出水总磷(TP)≤0.5mg/L;在常温、DO0.2mg/L和HRT=4.6h条件下,半亚硝化系统实现了亚硝氮累积率为75%~96%的半亚硝化;在温度为27~30℃和HRT=1.4h条件下,厌氧氨氧化(ANAMMOX)系统出水总氮(TN)≤8mg/L,最低值为1.6mg/L,TN去除负荷达到0.57kg/(m3·d).三污泥系统中聚磷菌、氨氧化菌和ANAMMOX菌均在各自适宜的环境条件下生存,优化了污泥种群,提高了各工艺单元的处理效率.城市污水自养脱氮系统理论上可以减少62.5%的供氧量,节省100%反硝化碳源,同时降低了污泥产量,大大减少了CO2的排放.与传统的生物脱氮除磷工艺相比,三污泥系统具有节能降耗减排上的巨大优势和潜力,也有利于实现水资源的循环利用和可持续发展.

关 键 词:城市污水    三污泥系统    强化生物除磷    半亚硝化    厌氧氨氧化
收稿时间:2009/11/26 0:00:00
修稿时间:2/2/2010 12:00:00 AM

Autotrophic Nitrogen Removal and Enhanced Biological Phosphorus Removal from Municipal Wastewater in a Three-sludge System
YI Peng,ZHANG Shu-jun,GAN Yi-ping,CHANG Jiang,PENG Yong-zhen and CAO Xiang-sheng.Autotrophic Nitrogen Removal and Enhanced Biological Phosphorus Removal from Municipal Wastewater in a Three-sludge System[J].Chinese Journal of Environmental Science,2010,31(10):2390-2397.
Authors:YI Peng  ZHANG Shu-jun  GAN Yi-ping  CHANG Jiang  PENG Yong-zhen and CAO Xiang-sheng
Institution:Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China. yipeng_1985@sina.com
Abstract:Using a three-sludge system consisted of anaerobic/oxic (A/O) process, partial nitritation and anaerobic ammonium oxidation (ANAMMOX) reactors, cost-effective removal of nitrogen and phosphate from municipal wastewater was achieved. The experimental results showed that effluent total phosphorus (TP) of the A/O system was less than 0.5 mg/L under hydraulic retention time (HRT) of 3.6 h. Partial nitritation with nitrite accumulation efficiency of 75% -96% was realized in the partial nitritation system under room temperature, DO < 0.2 mg/L and HRT of 4.6 h. Under temperature of 27-30 degrees C and HRT of 1.4 h, effluent total nitrogen (TN) and TN removal rate of ANAMMOX reactor were less than 8 mg/L with the minimum value of 1.6 mg/L and 0.57 kg/(m3 x d), respectively. In the three-sludge system, phosphate accumulating organisms, ammonia-oxidizing bacteria and Anammox bacteria existed under suitably environmental condition to optimize the microbial community structure and improve treatment efficiency of various units. Autotrophic nitrogen removal can reduce 62.5% of the oxygen supply, save 100% of denitrification carbon sources theoretically, lower the sludge production, and greatly decrease carbon dioxide emission. As compared to traditional biological nutrient removal process, the three-sludge system has great advantages and potential in energy saving and carbon dioxide emission reduction to realize sustainable development of water resources.
Keywords:municipal wastewater  three-sludge system  enhanced biological phosphorus removal  partial nitritation  ANAMMOX
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