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低溶解氧污泥微膨胀前后污泥硝化活性的对比研究
引用本文:左金龙,王淑莹,彭赵旭,姜安玺,刘洋,彭永臻,孙治荣.低溶解氧污泥微膨胀前后污泥硝化活性的对比研究[J].土木与环境工程学报,2009,31(4):117-122.
作者姓名:左金龙  王淑莹  彭赵旭  姜安玺  刘洋  彭永臻  孙治荣
作者单位:1. 哈尔滨工业大学,市政环境工程学院,哈尔滨,150090;哈尔滨商业大学,环境工程系,哈尔滨,150076
2. 北京工业大学,环境与能源学院,北京,100022
3. 哈尔滨工业大学,市政环境工程学院,哈尔滨,150090
4. 中国水务控股有限公司(新加坡)北京,100022
5. 哈尔滨工业大学,市政环境工程学院,哈尔滨,150090;北京工业大学,环境与能源学院,北京,100022
基金项目:国家自然科学基金资助项目,国家高技术研究发展计划(863)项目,新加坡环境与水工业协会创新发展项目,黑龙江省博士后基金项目 
摘    要:为了研究低溶解氧微膨胀前后污泥硝化活性的变化,采用SBR反应器,平均DO浓度为0.6mg/L-0.9mg/L,测定污泥微膨胀前后污泥氧消耗速率曲线。结果表明:发生污泥微膨胀后,活性污泥对COD的去除能力有较大的提高,而对氨氮去除能力却有一定的下降。污泥微膨胀前后的氧消耗速率曲线显示,微膨胀前活性污泥总活性为67.72mgO2/gVSS·h,其中硝化活性为43.12mgO2/gVSS·h,占其总活性的63.67%;而微膨胀后活性污泥总活性为90.49mgO2/gVSS·h,其中硝化活性为23.98mgO2/gVSS·h,占其总活性的26.51%。低DO成为微生物生长的限制性基质,污泥微膨胀的状态下,活性污泥中丝状菌成为优势菌种,而硝化细菌成为非优势菌种,污泥的总硝化活性降低。

关 键 词:低溶解氧  污泥微膨胀  硝化  硝化菌  丝状菌

Comparison Analysis of Sludge Nitrification Activity Before and After Micro bulking with Low Dissolved Oxygen
ZUO Jin long,WANG Shu ying,PENG Zhao xu,JIANG An xi,LIU Yang,PENG Yong zhen and SUN Zhi rong.Comparison Analysis of Sludge Nitrification Activity Before and After Micro bulking with Low Dissolved Oxygen[J].Journal of Civil and Environmental Engineering,2009,31(4):117-122.
Authors:ZUO Jin long  WANG Shu ying  PENG Zhao xu  JIANG An xi  LIU Yang  PENG Yong zhen and SUN Zhi rong
Affiliation:ZUO Jin-long, WANG Shu-ying , PENG Zhao-xu , JIANG An-xi , LIU Yang, PENG Yong-zhen , SUN Zhi-rong (1. School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, P. R. China; 2. College of Environment and Energy Engineering, Beijing Institute of Technology, Beijing 100022, P. R. China; 3. Department of Environmental Engineering, Harbin University of Commerce, Harbin 150076, P. R. China; 4. China Water holding Pte. Ltd. , Beijing 10022, P. R. China)
Abstract:In order to investigate the variation of sludge nitrification activity before and after micro-bulking with low dissolved oxygen(DO), with mean DO value of 0.6mg/L-0.9 mg/L,the sequence batch reactor (SBR) was employed to test the oxygen consumption velocity curves before and after micro-bulking. The results showed that COD removal ability increased, whereas the ammonia nitrogen removal effect was decreased with micro-bulking of sludge. The oxygen consumption velocity curves before and after micro-bulking showed that the total activity of activated sludge was 67.72 mgO2/gVSS · h before micro-bulking, of which nitrification activity was 43.12 mgO2/gVSS · h, that is, 63.67% of the total activity. And the total activity of activated sludge was 90. 49 mgO2/gVSS· h after micro-bulking, of which nitrification activity was 23. 98 mgO2/gVSS · h, that is, 26. 51% of the total activity. The low DO value was the limited substrates for microorganism growth. When activated sludge was in the state of micro-bulking, the filamentous bacteria were the dominant bacteria, whereas the nitrification bacteria were subordinate. Thus the total nitrification activity of activated sludge decreased.
Keywords:low DO  sludge micro-bulking  nitrification  nitrification bacteria  filamentous bacteria
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