Influence of mixed liquor recycle ratio and dissolved oxygen on performance of pre-denitrification submerged membrane bioreactors

被引:78
作者
Tan, Teck Wee [2 ]
Ng, How Yong [1 ]
机构
[1] Natl Univ Singapore, Div Environm Sci & Engn, Singapore 117576, Singapore
[2] Natl Univ Singapore, Dept Civil Engn, Singapore 117576, Singapore
关键词
aeration rate; denitrification; fouling; MBR; DO concentration; recycle ratio;
D O I
10.1016/j.watres.2007.08.028
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The conflicting influence of mixed liquor recycle ratio and dissolved oxygen on nitrogen removal and membrane fouling of a pre-denitrification submerged MBR was investigated in this study. it was found that a high aeration rate of 10L air/min was able to minimize membrane fouling as compared with lower aeration rates of 5 and 2.5 L air/min in this study. Faster fouling at lower aeration rate was due to the decrease in cross-flow velocity across the membrane surface. However, high DO concentration (average of 5.1 +/- 0.5 mg O-2/L) present in the recycle mixed liquor at an aeration rate of 10 L air/min deteriorated the TN removal efficiency when operating at a recycle ratio of more than 3. A lower aeration rate of 5 L air/min, resulting in an average DO concentration of 3.4 +/- 0.7 mg O-2/L in the recycle mixed liquor, led to an improvement in TN removal efficiency: 63%, 80%, 84% and 89% for mixed liquor recycle ratio of 1, 3, 5 and 10, respectively. Further decrease in aeration rate to 2.5 L air/min, resulting in an average DO concentration of 1.9 +/- 0.8 mg O-2/L, did not improve the TN removal efficiency. Using a newly developed simplified nitrification-denitrification model, it was calculated that the COD/NO3--N required for denitrification at 10 L air/min aeration rate was higher than those associated with 5 and 2.5 L air/min aeration rates. The model also revealed that denitrification at an aeration rate of 10 L air/min was limited by COD concentration present in the wastewater when operating at a mixed liquor recycle ratio of 3 and higher. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1122 / 1132
页数:11
相关论文
共 29 条
[1]  
[Anonymous], 2005, Standard methods for examination of water and waste water, V23rd Edn
[2]  
[Anonymous], 2006, BIOL NUTR REM BNR OP
[3]   Kinetics of denitrification reactions in single sludge systems [J].
Carucci, A ;
Ramadori, R ;
Rossetti, S ;
Tomei, MC .
WATER RESEARCH, 1996, 30 (01) :51-56
[4]   Membrane fouling in a membrane bioreactor (MBR): Sludge cake formation and fouling characteristics [J].
Chu, HP ;
Li, XY .
BIOTECHNOLOGY AND BIOENGINEERING, 2005, 90 (03) :323-331
[5]   Evaluation of an MBR-RO system to produce high quality reuse water: Microbial control, DBP formation and nitrate [J].
Comerton, AM ;
Andrews, RC ;
Bagley, DM .
WATER RESEARCH, 2005, 39 (16) :3982-3990
[6]   Extraction of extracellular polymers from activated sludge using a cation exchange resin [J].
Frolund, B ;
Palmgren, R ;
Keiding, K ;
Nielsen, PH .
WATER RESEARCH, 1996, 30 (08) :1749-1758
[7]   Biomass characteristics and membrane aeration: Toward a better understanding of membrane fouling in submerged membrane bioreactors (MBRs) [J].
Germain, E ;
Stephenson, T ;
Pearce, P .
BIOTECHNOLOGY AND BIOENGINEERING, 2005, 90 (03) :316-322
[8]   RATE-CAPACITY CHARACTERIZATION OF WASTE-WATER FOR NUTRIENT REMOVAL PROCESSES [J].
HENZE, M ;
KRISTENSEN, GH ;
STRUBE, R .
WATER SCIENCE AND TECHNOLOGY, 1994, 29 (07) :101-107
[9]   Effect of sludge retention time on microbial behaviour in a submerged membrane bioreactor [J].
Huang, X ;
Gui, P ;
Qian, Y .
PROCESS BIOCHEMISTRY, 2001, 36 (10) :1001-1006
[10]   Performance evaluation of single-sludge reactor system treating high-strength nitrogen wastewater [J].
Jih, CG ;
Huang, JS ;
Hsieh, KC .
JOURNAL OF HAZARDOUS MATERIALS, 2001, 85 (03) :213-227