低溶解氧污泥微膨胀前后污泥硝化活性的对比研究
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国家自然科学基金资助项目(50778005);国家高技术研究发展计划(863)项目(2006AA06Z319);新加坡环境与水工业协会创新发展项目(EDBS07/153974092);黑龙江省博士后基金项目(LBHZ08200)


Comparison Analysis of Sludge Nitrification Activity Before and After Microbulking with Low Dissolved Oxygen
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    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0.6 mg/L~0.9 mg/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67.72 mgO2/gVSS·h,其中硝化活性为43.12 mgO2/g VSS·h,占其总活性的63.67%;而微膨胀后活性污泥总活性为90.49 mgO2/gVSS·h,其中硝化活性为2

    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 mgO2/gVSS·h before microbulking, of which nitrification activity was 43.12 mgO2/gVSS·h, that is, 63.67% of the total activity. And the total activity of activated sludge was 90.49 mgO2/gVSS·h after microbulking, of which nitrification activity was 23.98 mgO2/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.

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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(中英文),2009,31(4):117-122. ZUO Jinlong, WANG Shuying, PENG Zhaoxu, JIANG Anxi, LIU Yang, PENG Yongzhen, 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):117-122.10.11835/j. issn.1674-4764.2009.04.023

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