Autotrophic ammonium removal from reject water: partial nitrification and anammox in one-reactor versus two-reactor systems

被引:45
作者
Jaroszynski, L. W. [1 ]
Oleszkiewicz, J. A. [1 ]
机构
[1] Univ Manitoba, Dept Civil Engn, Winnipeg, MB R3T 5V6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
anammox; partial nitrification; deammonification; SHARON; system configurations; reject water; DEMON; NITROGEN-REMOVAL; PARTIAL NITRITATION; BACTERIA; DEAMMONIFICATION; SUPERNATANT; INHIBITION; OXIDATION; GROWTH; SCALE;
D O I
10.1080/09593330.2010.497500
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Removal of total nitrogen from anaerobically digested sludge reject water by a fully autotrophic process in either one- or two-reactor systems was compared. Autotrophic nitrogen removal is currently most often applied in the one-reactor system primarily in the DEMON configuration. The two-reactor systems had a similar nitrogen removal rate to the one-reactor systems. It was evident that the limiting step was partial nitrification. Increase in partial nitrification can be difficult in a one-reactor system, where the overall conditions, such as the oxygen concentration or substrate concentrations, would progress to full nitrification. The partial nitrification of the two-reactor system may be improved by adjusting key parameters: the un-ionized form of the substrates, the oxygen concentration or the solids residence time. The impact of two process configurations on the operational stability and process performance was presented based on two cases - DEMON and the SHARON-ANAMMOX process.
引用
收藏
页码:289 / 294
页数:6
相关论文
共 29 条
[1]  
BAKER S, 2009, NUTR REM 2009 WAT EN
[2]  
BOWDEN G, 2007, 80 ANN WAT ENV FED T
[3]   Autotrophic nitrogen removal from anaerobic supernatant of Florence's WWTP digesters [J].
Caffaz, S. ;
Lubello, C. ;
Canziani, R. ;
Santlianni, D. .
WATER SCIENCE AND TECHNOLOGY, 2006, 53 (12) :129-137
[4]   Evaluation of activity and inhibition effects on Anammox process by batch tests based on the nitrogen gas production [J].
Dapena-Mora, A. ;
Fernandez, I. ;
Campos, J. L. ;
Mosquera-Corral, A. ;
Mendez, R. ;
Jetten, M. S. M. .
ENZYME AND MICROBIAL TECHNOLOGY, 2007, 40 (04) :859-865
[5]   Development of single-stage nitrogen removal using anammox and partial nitritation (SNAP) and its treatment performances [J].
Furukawa, K. ;
Lieu, P. K. ;
Tokitoh, H. ;
Fujii, T. .
WATER SCIENCE AND TECHNOLOGY, 2006, 53 (06) :83-90
[6]   Biological treatment of ammonium-rich wastewater by partial nitritation and subsequent anaerobic ammonium oxidation (anammox) in a pilot plant [J].
Fux, C ;
Boehler, M ;
Huber, P ;
Brunner, I ;
Siegrist, H .
JOURNAL OF BIOTECHNOLOGY, 2002, 99 (03) :295-306
[7]   Two ways to achieve an anammox influent from real reject water treatment at lab-scale:: Partial SBR nitrification and SHARON process [J].
Gali, A. ;
Dosta, J. ;
van Loosdrecht, M. C. M. ;
Mata-Alvarez, J. .
PROCESS BIOCHEMISTRY, 2007, 42 (04) :715-720
[8]   Combined partial nitritation/Anammox system for treatment of digester supernatant [J].
Gut, L. ;
Plaza, E. ;
Trela, J. ;
Hultman, B. ;
Bosander, J. .
WATER SCIENCE AND TECHNOLOGY, 2006, 53 (12) :149-159
[9]   Growth characteristic of anaerobic ammonium-oxidizing bacteria in an anaerobic biological filtrated reactor [J].
Isaka, K ;
Date, Y ;
Sumino, T ;
Yoshie, S ;
Tsuneda, S .
APPLIED MICROBIOLOGY AND BIOTECHNOLOGY, 2006, 70 (01) :47-52
[10]  
JARDIN N, 2006, 79 ANN WAT ENV FED T