SCI和EI收录∣中国化工学会会刊

›› 2008, Vol. 16 ›› Issue (5): 778-784.

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Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor

王建龙, 彭永臻, 王淑莹, 高永青   

  1. College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100022, China
  • 收稿日期:2007-10-18 修回日期:2008-04-20 出版日期:2008-10-28 发布日期:2008-10-28
  • 通讯作者: PENG Yongzhen,E-mail:pyz@bjut.edu.cn
  • 基金资助:
    the National Key Project of Scientific and Technical Supporting Program of Ministry of Science and Technology of China(2006BAC19B03);Academic Human Resources Development in Institutions of Higher Leading under the Jurisdiction of Beijing Municipality;the Specialized Research Fund for the Doctoral Program of Higher Education of China(20060005002).

Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor

WANG Jianlong, PENG Yongzhen, WANG Shuying, GAO Yongqing   

  1. College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100022, China
  • Received:2007-10-18 Revised:2008-04-20 Online:2008-10-28 Published:2008-10-28
  • Supported by:
    the National Key Project of Scientific and Technical Supporting Program of Ministry of Science and Technology of China(2006BAC19B03);Academic Human Resources Development in Institutions of Higher Leading under the Jurisdiction of Beijing Municipality;the Specialized Research Fund for the Doctoral Program of Higher Education of China(20060005002).

摘要: Sequence hybrid biological reactor(SHBR)was proposed,and some key control parameters were investigated for nitrogen removal from wastewater by simultaneous nitrification and denitrification(SND)via nitrite. SND via nitrite was achieved in SHBR by controlling demand oxygen(DO)concentration.There was a programmed decrease of the DO from 2.50 mg·L-1 to 0.30 mg·L-1, and the average nitrite accumulation rate(NAR) was increased from 16.5% to 95.5% in 3 weeks.Subsequently,further increase in DO concentration to 1.50 mg·L-1 did not destroy the partial nitrification to nitrite.The results showed that limited air flow rate to cause oxygen deficiency in the reactor would eventually induce only nitrification to nitrite and not further to nitrate.Nitrogen removal efficiency was increased with the increase in NAR,that is,NAR was increased from 60% to 90%,and total nitrogen removal efficiency was increased from 68%to 85%.The SHBR could tolerate high organic loading rate(OLR), COD and ammonia-nitrogen removal efficiency were greater than 92% and 93.5%,respectively,and it even operated under low DO concentration(0.5 mg·L-1 )and maintained high OLR(4.0 kg COD·m-3·d-1).The presence of biofilm positively affected the activated sludge settling capability,and sludge volume index(SVI)of activated sludge in SHBR never hit more than 90 ml·g-1 throughout the experiments.

关键词: nitrogen removal, simultaneous nitrification and denitrification, nitrite accumulation, demand oxygen, pH

Abstract: Sequence hybrid biological reactor(SHBR)was proposed,and some key control parameters were investigated for nitrogen removal from wastewater by simultaneous nitrification and denitrification(SND)via nitrite. SND via nitrite was achieved in SHBR by controlling demand oxygen(DO)concentration.There was a programmed decrease of the DO from 2.50 mg·L-1 to 0.30 mg·L-1, and the average nitrite accumulation rate(NAR) was increased from 16.5% to 95.5% in 3 weeks.Subsequently,further increase in DO concentration to 1.50 mg·L-1 did not destroy the partial nitrification to nitrite.The results showed that limited air flow rate to cause oxygen deficiency in the reactor would eventually induce only nitrification to nitrite and not further to nitrate.Nitrogen removal efficiency was increased with the increase in NAR,that is,NAR was increased from 60% to 90%,and total nitrogen removal efficiency was increased from 68%to 85%.The SHBR could tolerate high organic loading rate(OLR), COD and ammonia-nitrogen removal efficiency were greater than 92% and 93.5%,respectively,and it even operated under low DO concentration(0.5 mg·L-1 )and maintained high OLR(4.0 kg COD·m-3·d-1).The presence of biofilm positively affected the activated sludge settling capability,and sludge volume index(SVI)of activated sludge in SHBR never hit more than 90 ml·g-1 throughout the experiments.

Key words: nitrogen removal, simultaneous nitrification and denitrification, nitrite accumulation, demand oxygen, pH