Controlling factors for simultaneous nitrification and denitrification in a two-stage intermittent aeration process treating domestic sewage

被引:185
作者
Zhao, HW
Mavinic, DS
Oldham, WK
Koch, FA
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[2] Stanley Associates Engn Ltd, Surrey, England
基金
加拿大自然科学与工程研究理事会;
关键词
acetate; aerobic denitrification; anoxic denitrification; autotrophic nitrification; heterotrophic nitrification; intermittent aeration; methanol; ORP control; simultaneous nitrification and denitrification;
D O I
10.1016/S0043-1354(98)00292-9
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This bench-scale research investigated the controlling factors for simultaneous nitrification and denitrification (SND) in a 2-stage, intermittent aeration (IA) process, designed for nitrogen and phosphorus removal. The 2-stage process consisted of an anaerobic zone followed by an oxidation-reduction potential (ORP) controlled, intermittently aerated, completely mixed (IACM), tank. The three independent variables examined were the average ORP level, organic substrate (acetate and methanol) dosage and aeration cycle. The sewage used was completely of residential origin. Nitrogen balance clearly indicated that the nitrogen loss, due to SND in the aeration tank, contributed 10% to 50% of the influent TKN to the overall nitrogen removal. Significant differences in both nitrification and denitrification in the IACM tank were observed, when different average ORP levels were applied to the aeration control; this proved that absolute ORP can be used as a real-time control parameter for SND. Under low DO and intermittent aeration conditions, acetate and methanol additions improved nitrification over the entire dosage range and denitrification at relatively low dosages. Finally, a longer aeration cycle, with a zero-DO period, appeared to favor sequential nitrification and denitrification (SQND), not SND. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:961 / 970
页数:10
相关论文
共 35 条
[1]  
[Anonymous], 1992, WATER QUALITY MANAGE
[2]   A MODEL FOR A NITRIFYING SUSPENDED-GROWTH REACTOR INCORPORATING INTRAPARTICLE DIFFUSIONAL LIMITATION [J].
BAKTI, NAK ;
DICK, RI .
WATER RESEARCH, 1992, 26 (12) :1681-1690
[3]  
BANG DY, 1995, WATER SCI TECHNOL, V22, P235
[4]   HETEROTROPHIC NITRIFICATION AMONG DENITRIFIERS [J].
CASTIGNETTI, D ;
HOLLOCHER, TC .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1984, 47 (04) :620-623
[5]   OXIDATION REDUCTION POTENTIAL (ORP) REGULATION AS A WAY TO OPTIMIZE AERATION AND C-REMOVAL, N-REMOVAL AND P-REMOVAL - EXPERIMENTAL BASIS AND VARIOUS FULL-SCALE EXAMPLES [J].
CHARPENTIER, J ;
GODART, H ;
MARTIN, G ;
MOGNO, Y .
WATER SCIENCE AND TECHNOLOGY, 1989, 21 (10-11) :1209-1223
[6]   OXIDATION-REDUCTION POTENTIAL (ORP) REGULATION - A WAY TO OPTIMIZE POLLUTION REMOVAL AND ENERGY SAVINGS IN THE LOW LOAD ACTIVATED-SLUDGE PROCESS [J].
CHARPENTIER, J ;
FLORENTZ, M ;
DAVID, G .
WATER SCIENCE AND TECHNOLOGY, 1987, 19 (3-4) :645-655
[7]  
COMEAU Y, 1987, BIOL PHOSPHATE REMOV, P39, DOI DOI 10.1016/B978-0-08-035592-4.50010-9
[8]  
Dawes E A, 1973, Adv Microb Physiol, V10, P135, DOI 10.1016/S0065-2911(08)60088-0
[9]  
Focht D D, 1975, Adv Appl Microbiol, V19, P153, DOI 10.1016/S0065-2164(08)70428-3
[10]  
Focht D.D., 1977, ADV MICROB ECOL, V1, P135, DOI DOI 10.1007/978-1-4615-8219-9_4