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新型一体化生物反应器的同步脱氮除磷影响因素研究
引用本文:侯琳,陈敏东,李德豪,周如金.新型一体化生物反应器的同步脱氮除磷影响因素研究[J].中国给水排水,2008,24(3):21-24,28.
作者姓名:侯琳  陈敏东  李德豪  周如金
作者单位:1. 南京信息工程大学,环境科学与工程学院,江苏,南京,210044;茂名学院,化学与生命科学学院,广东,茂名,525000
2. 南京信息工程大学,环境科学与工程学院,江苏,南京,210044
3. 茂名学院,人事处,广东,茂名,525000;华东理工大学,环境科学与工程学院,上海,200237
4. 茂名学院,化学与生命科学学院,广东,茂名,525000
基金项目:广东省科技厅科技计划 , 广东省教育厅自然科学基金
摘    要:为了提高对污水的处理效能,设计了一种新型一体化生物反应器并采用其处理生活污水,研究了DO和HRT对同步脱氮除磷效果的影响,并探讨了其实现机理。试验结果表明:在进水COD为290~510mg/L、MLSS为2500mg/L、污泥龄为15d以及好氧区和缺氧区的溶解氧分别为2mg/L和0.2mg/L时,系统的脱氮除磷效果较好,对TN、TP的去除率分别可达80%和90%,DO过高或过低都会影响同步脱氮除磷的效果。控制DO为最优值,并保持其他操作条件相同,当HRT为12h时对总氮和总磷的去除率均在80%以上,随着HRT的延长,同步脱氮除磷效果反而下降。该一体化反应器集厌氧、缺氧和好氧区为一体,在一定的运行条件下能够实现同步脱氮除磷,是处理生活污水的有效方法。

关 键 词:一体化生物反应器  脱氮除磷  DO  HRT  一体化生物反应器  同步脱氮除磷  影响因素研究  Bioreactor  Integrated  Novel  Phosphorus  Removal  Nitrogen  方法  运行条件  缺氧区  厌氧  一体化反应器  延长  总氮和总磷  操作条件  优值  控制  效果  去除率
文章编号:1000-4602(2008)03-0021-05
收稿时间:2007-10-28
修稿时间:2007年10月28

Influencing Factors of Simultaneous Nitrogen and Phosphorus Removal in Novel Integrated Bioreactor
HOU Lin,CHEN Min-dong,LI De-hao,ZHOU Ru-jin.Influencing Factors of Simultaneous Nitrogen and Phosphorus Removal in Novel Integrated Bioreactor[J].China Water & Wastewater,2008,24(3):21-24,28.
Authors:HOU Lin  CHEN Min-dong  LI De-hao  ZHOU Ru-jin
Affiliation:HOU Lin1,2,CHEN Min-dong1,LI De-hao3,4,ZHOU Ru-jin2(1.School of Environmental Science , Engineering,Nanjing University of Information Science & Technology,Nanjing 210044,China,2.School of Chemistry , Life Science,Maoming University,Maoming 525000,3.Personnel Office,4.School of Environmental Science , Engineering,East China University of Science & Technology,Shanghai 200237,China)
Abstract:In order to enhance the sewage treatment efficiency, a novel integrated bioreactor was designed. The effects of HRT and DO on the simultaneous nitrogen and phosphorus removal in the integrated bioreactor and the pollutant removal mechanism were studied. The results indicate that when the influent COD is 290 to 510 mg/L, MLSS is 2 500 mg/L, sludge age is 15 d, and DO in aerobic and anoxic stages is 2 mg/L and 0.2 mg/L, the system has better removal effect of nitrogen and phosphorus, and the removal rates of TN and TP reach 80% and 90% respectively. The too high/low DO can influence the simultaneous nitrogen and phosphorus removal. When DO is controlled at the optimal value and other conditions are kept the same, the removal efficiencies of TN and TP reach over 80% respectively at HRT of 12 h, and the effect of the simultaneous nitrogen and phosphorus removal declines along with the HRT prolongation. The reactor integrates anaerobic, anoxic and aerobic stages, can realize the simultaneous nitrogen and phosphorus removal, and is an effective method for domestic wastewater treatment.
Keywords:integrated bioreaetor  nitrogen and phosphorus removal  DO  HRT
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