Stability of a nitrifying activated sludge reactor

被引:38
作者
Campos, J. L. [1 ]
Garrido, J. M. [1 ]
Mosquera-Corral, A. [1 ]
Mendez, R. [1 ]
机构
[1] Univ Santiago de Compostela, Dept Chem Engn, Sch Engn, E-15782 Santiago De Compostela, Spain
关键词
aerobic processes; chemoautotrophes; nitrification; shocks; substrate inhibition; wastewater treatment; BIOLOGICAL NITROGEN REMOVAL; HIGH AMMONIA CONCENTRATION; WASTE-WATER; NITRITE ACCUMULATION; DISSOLVED-OXYGEN; NITRIFICATION; BUILDUP; SYSTEM; INHIBITION; NITRIFIERS;
D O I
10.1016/j.bej.2007.01.002
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
A nitrifying activated sludge unit operated in stable conditions was subjected to different instability actuations as overloads due to a sudden increase of the inlet ammonia concentration or a quick change of the inflow rate, pH shocks and limitations of dissolved oxygen (DO) concentration. The response of the unit to these different actuations was evaluated. During concentration overloads there were transitory nitrite accumulations but not during hydraulic overloads. However, efficiencies obtained for both kinds of overloads with respect to ammonia oxidation were very similar. The normal efficiency of the system was always restored and biomass was not washed out in spite of the low values of hydraulic retention time (HRT) used. The pH shocks of 9 and 10 had no appreciable effects, but the pH shock of 11 caused an irreversible loss of efficiency of 60%. An increase of the total organic carbon (TOC) in the effluent after this shock showed that biomass underwent a partial lysis. The specific activity of ammonia-oxidizers decreased from 0.6 to 0.3 g NH4+-N/(g VSS day) but the nitrite-oxidizing specific activity remained practically constant. Finally, the unit was operated at different DO levels, ammonia being fully oxidized to nitrate at DO levels higher than 1 mg O-2/L. Different proportions of ammonia and nitrite appeared when the reactor was operated at DO values of 0.4 and 0.6 mg O-2/L. (c) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:87 / 92
页数:6
相关论文
共 27 条
[1]  
[Anonymous], STAND METH EX WAT WA
[2]  
ANTHONISEN AC, 1976, J WATER POLLUT CON F, V48, P835
[3]   The effect of kaolin particles on the behavior of nitrifying activated sludge units [J].
Campos, JL ;
Garrido, JM ;
Méndez, R ;
Lema, JM .
BIORESOURCE TECHNOLOGY, 2002, 81 (03) :225-231
[4]   Nitrification in saline wastewater with high ammonia concentration in an activated sludge unit [J].
Campos, JL ;
Mosquera-Corral, A ;
Sánchez, M ;
Méndez, R ;
Lema, JM .
WATER RESEARCH, 2002, 36 (10) :2555-2560
[5]   Biological nitrogen removal of high-strength ammonium industrial wastewater with two-sludge system [J].
Carrera, J ;
Baeza, JA ;
Vicent, T ;
Lafuente, J .
WATER RESEARCH, 2003, 37 (17) :4211-4221
[6]   Nitrification performance of marine nitrifiers immobilized in polyester- and macro-porous cellulose carriers [J].
Catalan-Sakairi, MAB ;
Wang, PC ;
Matsumura, M .
JOURNAL OF FERMENTATION AND BIOENGINEERING, 1997, 84 (06) :563-571
[7]  
Garrido JM, 1997, BIOTECHNOL BIOENG, V53, P168
[8]   FACTORS AFFECTING NITRITE BUILDUP IN SUBMERGED FILTER SYSTEM [J].
HAO, OJ ;
CHEN, JM .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1994, 120 (05) :1298-1307
[9]   Effect of temperature and free ammonia on nitrification and nitrite accumulation in landfill leachate and analysis of its nitrifying bacterial community by FISH [J].
Kim, DJ ;
Lee, DI ;
Keller, J .
BIORESOURCE TECHNOLOGY, 2006, 97 (03) :459-468
[10]   Nitrification of high strength ammonia wastewater and nitrite accumulation characteristics [J].
Kim, DJ ;
Chang, JS ;
Lee, DI ;
Han, DW ;
Yoo, IK ;
Cha, GC .
WATER SCIENCE AND TECHNOLOGY, 2003, 47 (11) :45-51