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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
  • 期刊名称:土木建筑与环境工程
  • 时间:0
  • 页码:117-122
  • 语言:中文
  • 分类:X703.1[环境科学与工程—环境工程]
  • 作者机构:[1]哈尔滨工业大学市政环境工程学院,哈尔滨150090, [2]北京工业大学环境与能源学院,北京100022, [3]哈尔滨商业大学环境工程系,哈尔滨150076, [4]中国水务控股有限公司新加坡,北京100022
  • 相关基金:基金项目: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)
  • 相关项目:丝状菌种群优化及其污泥低氧微膨胀的研究
中文摘要:

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。

英文摘要:

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.

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