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A/O生物脱氮工艺处理生活污水中试(一)短程硝化反硝化的研究
引用本文:马勇,王淑莹,曾薇,彭永臻,周利.A/O生物脱氮工艺处理生活污水中试(一)短程硝化反硝化的研究[J].环境科学学报,2006,26(5):703-709.
作者姓名:马勇  王淑莹  曾薇  彭永臻  周利
作者单位:1. 哈尔滨工业大学,市政与环境工程学院,哈尔滨,150090
2. 北京工业大学,北京市水质科学与水环境恢复工程重点实验室,北京,100022
3. 哈尔滨工业大学,市政与环境工程学院,哈尔滨,150090;北京工业大学,北京市水质科学与水环境恢复工程重点实验室,北京,100022
4. 青岛理工大学环境与市政学院,青岛,266033
基金项目:国家自然科学基金-国际(地区)重大合作项目 , 中国科学院资助项目 , 北京市重点实验室基金
摘    要:应用A/O生物脱氮中试试验装置处理实际生活污水,从pH、污泥浓度(MLSS)、自由氨(FA)、温度、污泥龄(SRT)、溶解氧(DO)和水力停留时间(HRT)等方面系统的分析了A/O工艺实现短程硝化反硝化的主要影响因素.结果表明,DO浓度是A/O工艺实现短程硝化反硝化的主要因素,由FISH检测发现长期控制低DO浓度(0.3~0.7 mg·L-1)可以导致亚硝酸盐氧化菌(NOB)的淘洗,从而实现稳定的亚硝酸盐积累率,试验获得平均亚硝酸氮积累率为85%,有时甚至超过95%.提高DO浓度,1周内亚硝酸氮积累率从85%降到10%,继续维持低DO浓度,大约需要2个污泥龄时间才可重新恢复到较高的亚硝酸氮积累率(>75%).低DO浓度下,试验初期污泥沉淀性能随着亚硝酸氮积累率的增加而变差,而在试验后期,无论亚硝酸氮积累率多高,污泥沉淀性能一直很好,SVI值处于80~120 mL·g-1

关 键 词:A/O中试装置  生活污水  短程硝化反硝化  低DO  亚硝酸氮积累  FISH
文章编号:0253-2468(2006)05-0703-07
收稿时间:08 19 2005 12:00AM
修稿时间:03 21 2006 12:00AM

A/O pilot-scale nitrogen removal process treating domestic wastewater Ⅰ . The study of short-cut nitrification and denitrification
MA Yong,WANG Shuying,ZENG Wei,PENG Yongzhen and ZHOU Li.A/O pilot-scale nitrogen removal process treating domestic wastewater Ⅰ . The study of short-cut nitrification and denitrification[J].Acta Scientiae Circumstantiae,2006,26(5):703-709.
Authors:MA Yong  WANG Shuying  ZENG Wei  PENG Yongzhen and ZHOU Li
Institution:School of Municipal and Environmental Engineering, Harbin institute of Technology, Harbin 150090,Key Laboratory of Beijing for Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022,Key Laboratory of Beijing for Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022,1. School of Municipal and Environmental Engineering, Harbin institute of Technology, Harbin 150090; 2. Key Laboratory of Beijing for Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022 and Institute of Environment & Municipal Engineering, Qingdao technological University, Qingdao 266033
Abstract:The effect of main factors, such as pH, MLSS, FA, T, SRT, DO and HRT, on short-cut nitrification and denitrification was systematically analyzed in a pilot-scale A/O nitrogen removal plant treating domestic wastewater. The experimental results demonstrated that DO is the main factor to achieve short-cut nitrification in the study. Fish analysis presented that a long-term operation at low DO (0.3~0.7 mg?L-1) concentration lead to the elimination of ammonia oxidizing bacteria (AOB), so as to realize nitrite accumulation. The average nitrite accumulation ratio could reach 85%; sometimes the nitrite accumulation ratio was higher than 95%. The short-cut nitrification and denitrification was damaged with the nitrite accumulation ratio decreasing from 85% to 10% when DO was increased above 1.5 mg?L-1. The nitrite accumulation ratio was resumed to 75% after about two sludge ages with the DO kept in low level. The SVI increased with the increase of nitrite accumulation ratio in the initial period, but the SVI maintained at a proper level of 80~120 mL?g-1 in the after time no matter how high or low the nitrite accumulation ratio was.
Keywords:A/O pilot plant  domestic wastewater  short-cut nitrification and denitrification  DO  nitrite accumulation
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