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间歇曝气模式下曝气量对短程硝化恢复的影响
摘要点击 2611  全文点击 772  投稿时间:2017-07-05  修订日期:2017-08-13
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中文关键词  间歇曝气  曝气量  短程硝化  活性恢复  SBR
英文关键词  intermittent aeration  aeration rate  shortcut nitrification  activity recovery  SBR
作者单位E-mail
刘宏 兰州交通大学环境与市政工程学院, 兰州 730070 1073604917@qq.com 
南彦斌 兰州交通大学环境与市政工程学院, 兰州 730070  
李慧 兰州交通大学环境与市政工程学院, 兰州 730070  
王翔 兰州交通大学环境与市政工程学院, 兰州 730070  
彭永臻 北京工业大学城镇污水深度处理与资源化利用技术国家工程实验室, 北京 100124  
陈永志 兰州交通大学环境与市政工程学院, 兰州 730070 476411589@qq.com 
中文摘要
      采用SBR反应器在间歇曝气模式下对搁置2个月的短程硝化污泥进行恢复,控制曝气量分别为120、100、80和60 L·h-1,在温度为25℃、交替好氧/缺氧时间比为30 min/30 min条件下处理实际生活污水,进水氨氮浓度为50~80 mg·L-1,出水氨氮浓度分别在第12、18、21和21周期之后稳定在5 mg·L-1以下,氨氮去除率均高达95.00%左右;第30、35、38和42周期时,亚硝氮积累浓度分别达到20.83、22.81、21.50和20.73 mg·L-1,硝氮出水浓度均低于0.5 mg·L-1,亚硝积累率均高于99%,氨氧化菌(AOB)活性最终均稳定在100.00%左右,而亚硝酸盐氧化菌(NOB)活性逐渐被抑制,4种曝气量下均成功实现了短程硝化的恢复.
英文摘要
      Shortcut nitrification sludge, which was set aside for two months, was recovered using Reactors Ⅰ, Ⅱ, Ⅲ, and Ⅳ. The aeration rates of Reactors Ⅰ, Ⅱ, Ⅲ, and Ⅳ were 120, 100, 80, and 60 L·h-1, respectively, while treating real domestic sewage, and the ratio of aerobic/anoxic was 30 min/30 min at the temperature of 25℃. The influent of ammonia was 50-80 mg·L-1, and the concentration of effluent ammonia was stable, at below 5 mg·L-1, after the 12th, 18th, 21st, and 21st cycles. The removal ratio of ammonia nitrogen was about 95%. The highest concentrations of nitrite for Reactors Ⅰ, Ⅱ, Ⅲ, and Ⅳ were 20.83, 22.81, 21.50, and 20.73 mg·L-1, respectively, which occurred in the 30th, 35th, 38th, and 42nd cycles, respectively. The concentrations of effluent nitrate were lower than 0.5 mg·L-1, and the nitrite accumulation rates were higher than 99%. The activity of ammonia-oxidizing bacteria (AOB) increased gradually and finally stabilized at 100.00%; however, the activity of nitrite-oxidizing bacteria (NOB) was gradually inhibited. The recovery of shortcut nitrification was achieved successfully in the different aeration modes.

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