Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor
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Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor
Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor
中国化学工程学报(英文版)2008年16卷第5期 页码:778-784
Affiliations:
College of Environmental and Energy Engineering, Beijing University of Technology,Beijing,China,100022
Author bio:
Funds:
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).
王建龙, 彭永臻, 王淑莹, 等. Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor[J]. 中国化学工程学报(英文版), 2008,16(5):778-784.
WANG Jianlong, PENG Yongzhen, WANG Shuying, GAO Yongqing. Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor[J]. , 2008, 16(5): 778-784.
王建龙, 彭永臻, 王淑莹, 等. Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor[J]. 中国化学工程学报(英文版), 2008,16(5):778-784.DOI: 10.1016/S1004-9541(08)60155-X.
WANG Jianlong, PENG Yongzhen, WANG Shuying, GAO Yongqing. Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor[J]. , 2008, 16(5): 778-784.DOI: 10.1016/S1004-9541(08)60155-X.
Nitrogen Removal by Simultaneous Nitrification and Denitrification via Nitrite in a Sequence Hybrid Biological Reactor
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.
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