Nitrogen removal from municipal wastewater by limit-oxic/anoxic/oxic biological aerated filter system
Nitrogen removal from municipal wastewater by limit-oxic/anoxic/oxic biological aerated filter system作者机构:State Key Laboratory of Urban Water Resources and EnvironmentHarbin Institute of Technology
出 版 物:《Journal of Harbin Institute of Technology(New Series)》 (哈尔滨工业大学学报(英文版))
年 卷 期:2011年第18卷第2期
页 面:47-50页
核心收录:
学科分类:0810[工学-信息与通信工程] 083002[工学-环境工程] 0830[工学-环境科学与工程(可授工学、理学、农学学位)] 08[工学] 0805[工学-材料科学与工程(可授工学、理学学位)] 0812[工学-计算机科学与技术(可授工学、理学学位)]
基 金:Sponsored by the National Basic Research Program of China (973 Program)(Grant No. 2004CB418505)
主 题:Nitrogen removal BAF Municipal wastewater Nitrite accumulation DO
摘 要:In this study,a three-stage biological aerated filter(BAF) system was proposed for the enhancement of nitrogen removal in the treatment of low carbon-to-nitrogen ratio(C/N ratio) municipal *** parameters were studied for each process for maximum nitrite accumulation in the nitrification step and nitrite adaptation in the denitrification *** accumulation during nitrification could be controlled by the dissolved oxygen(DO) concentration,presenting a mean value of 40% at around 1.0 mg DO/*** could be adapted to nitrite and the process was stable if nitrite in the reactor was keep *** the operational parameters were established,the process was stable and a steady state was maintained for over 30 days,and the various indexes of discharged water were up to the Discharge standard of pollutants for municipal wastewater treatment plant(GB18918-2002) Level-one *** was concluded that the three-stage BAF system proposed in this study was excellent in nitrogen removal performance by employing three-column functioning as short-cut nitrification,short-cut denitrification and secondary nitrification,respectively.