Nitrite accumulation characteristics of high strength ammonia wastewater in an autotrophic nitrifying biofilm reactor

被引:65
作者
Yun, HJ [1 ]
Kim, DJ [1 ]
机构
[1] Hallym Univ, Dept Environm Syst Engn, Kangwon Do 200702, South Korea
关键词
ammonia inhibition; biofilm; MPN; nitrification; nitrite accumulation;
D O I
10.1002/jctb.751
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
Selective nitrification was carried out to accumulate nitrite from high strength ammonia wastewater in an autotrophic nitrifying biofilm reactor. Nitrification efficiencies and nitrite accumulation characteristics were investigated at various operating conditions such as ammonium load, oxygen supply and free ammonia concentration. The biofilm. reactor showed very stable nitrification efficiencies of more than 90% at up to 2 kg NH4-N m(-3) d(-1) and the nitrite content was maintained at around 95%. Inhibition by free ammonia on nitrite oxidizers seems to be the major factor for nitrite accumulation. Batch kinetic analyses of ammonium and nitrite oxidation showed that nitrite oxidation activity was selectively inhibited in the presence of free ammonia. However, the activity recovered quickly as the free ammonia concentration decreased below the threshold inhibition concentration. Examination of specific ammonia and nitrite oxidation activities and the most probable number indicated that the number of nitrite-oxidizing microorganisms in the nitrite-accumulating system was less than that in the normal nitrification system due to long-term free ammonia inhibition of the nitrite oxidizers. The reduced population of nitrite oxidizers in the biofilm system was also responsible for the accumulation of nitrite in the biofilm reactor. (C) 2003 Society of Chemical Industry.
引用
收藏
页码:377 / 383
页数:7
相关论文
共 20 条
[1]   ANAEROBIC-AEROBIC TREATMENT OF HIGH-STRENGTH AMMONIUM WASTE-WATER - NITROGEN REMOVAL VIA NITRITE [J].
ABELING, U ;
SEYFRIED, CF .
WATER SCIENCE AND TECHNOLOGY, 1992, 26 (5-6) :1007-1015
[2]  
*AM PUBL HLTH ASS, 1995, STAND METH EX WAT WA
[3]  
ANTHONISEN AC, 1976, J WATER POLLUT CON F, V48, P835
[4]  
Cecen F, 1996, J CHEM TECHNOL BIOT, V65, P229, DOI 10.1002/(SICI)1097-4660(199603)65:3<229::AID-JCTB429>3.0.CO
[5]  
2-3
[6]  
Garrido JM, 1997, BIOTECHNOL BIOENG, V53, P168
[7]   Autotrophic nitrification and denitrification characteristics of an upflow biological aerated filter [J].
Han, DW ;
Yun, HJ ;
Kim, DJ .
JOURNAL OF CHEMICAL TECHNOLOGY AND BIOTECHNOLOGY, 2001, 76 (11) :1112-1116
[8]  
HAN DW, 2001, P IWA AS ENV TECHN 2, P309
[9]   The SHARON process: An innovative method for nitrogen removal from ammonium-rich waste water [J].
Hellinga, C ;
Schellen, AAJC ;
Mulder, JW ;
van Loosdrecht, MCM ;
Heijnen, JJ .
WATER SCIENCE AND TECHNOLOGY, 1998, 37 (09) :135-142
[10]   Partial nitrification in an upflow biological aerated filter by O2 limitation [J].
Joo, SH ;
Kim, DJ ;
Yoo, IK ;
Park, K ;
Cha, GC .
BIOTECHNOLOGY LETTERS, 2000, 22 (11) :937-940