Effect of Sludge Retention Time on Nitrifiers' Biomass and Kinetics in an Anaerobic/Oxic Process

被引:17
作者
Pai, Tzu-Yi [1 ]
Wan, Terng-Jou [2 ]
Tsai, Yung-Pin [3 ]
Tzeng, Chwen-Jeng
Chu, Hsiao-Hsing [1 ]
Tsai, Yao-Sheng [1 ]
Lin, Ching-Yuan [1 ]
机构
[1] Chaoyang Univ Technol, Dept Environm Engn & Management, Taichung 41349, Taiwan
[2] Natl Yunlin Univ Sci & Technol, Dept Environm & Safety Engn, Yunlin, Taiwan
[3] Natl Chi Nan Univ, Dept Civil Engn, Nantou, Taiwan
关键词
Bacteria; Biomass; Nitrifying Species; Sludge retention time; Total nitrogen; WASTE-WATER; NITRIFYING BACTERIA; MIXED LIQUID; MODEL; REMOVAL; CARBON;
D O I
10.1002/clen.200900142
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, the effect of sludge retention time on ammonia oxidizing bacteria (AOB) and nitrite oxidizing bacteria (NOB) in an anaerobic/oxic (AO) process, was explored. The results indicated that the growth rate constants of AOB were 0.97, 0.88, and 0.79 d(-1), respectively, meanwhile, those of NOB were 1.22, 1.03, and 0.93 d(-1), respectively, when the sludge retention time (SRT) was 15 days, 10 days and 5 days. The relation between the growth rate constant and the SRT could be best described using a simple exponential curve and a second type hyperbolic curve. The lysis rate constants for AOB and NOB were 0.13 and 0.18 d(-1), respectively. The yield coefficients values of AOB and NOB were 0.22 and 0.21, respectively. The percentage of AOB to mixed liquid suspended solids (MLSS) was 0.64%, 0.53%, and 0.35%, respectively. Meanwhile, the percentage of NOB was 2.24%, 1.87%, and 1.11%, respectively, at SRT values of 15 days, 10 days and 5 days. When the SRT value decreased, the AOB and NOB biomass levels decreased by 12.75 and 47.01 mg L(-1), respectively. Meanwhile the removal efficiency of NH(4)(+)-N decreased from 90 to 26%, while the removal efficiency of total nitrogen (TN) decreased from 14 to 8%.
引用
收藏
页码:167 / 172
页数:6
相关论文
共 26 条
[1]   EFFECT OF TEMPERATURE AND PH ON THE EFFECTIVE MAXIMUM SPECIFIC GROWTH-RATE OF NITRIFYING BACTERIA [J].
ANTONIOU, P ;
HAMILTON, J ;
KOOPMAN, B ;
JAIN, R ;
HOLLOWAY, B ;
LYBERATOS, G ;
SVORONOS, SA .
WATER RESEARCH, 1990, 24 (01) :97-101
[2]  
APHA/AWWA/WEF, 1995, APHA AWWA WEF STAND
[3]   Amelioration of carbon removal prediction for an activated sludge process using an artificial neural network (ANN) [J].
Gueclue, Duenyamin ;
Dursun, Suekrue .
CLEAN-SOIL AIR WATER, 2008, 36 (09) :781-787
[4]   Biological oxidation of high strength nitrogenous wastewater [J].
Gupta, SK ;
Sharma, R .
WATER RESEARCH, 1996, 30 (03) :593-600
[5]  
Kantartzi S.G., 2006, GLOBAL NEST J, V8, P43
[6]   LOW F/M BULKING AND SCUMMING - TOWARDS A BETTER UNDERSTANDING BY MODELING [J].
KAPPELER, J ;
BRODMANN, R .
WATER SCIENCE AND TECHNOLOGY, 1995, 31 (02) :225-234
[7]  
KAPPELER J, 1992, WATER SCI TECHNOL, V25, P125
[8]  
*METC, 1985, WAST ENG TREATM REUS
[9]   Effects of SRT and DO on N2O reductase activity in an anoxic-oxic activated sludge system [J].
Noda, N ;
Kaneko, N ;
Milkami, M ;
Kimochi, Y ;
Tsuneda, S ;
Hirata, A ;
Mizuochi, M ;
Inamori, Y .
WATER SCIENCE AND TECHNOLOGY, 2003, 48 (11-12) :363-370
[10]   THE DYNAMIC BEHAVIOR OF NITRIFYING ACTIVATED-SLUDGE SYSTEMS INFLUENCED BY INHIBITING WASTE-WATER COMPOUNDS [J].
NOWAK, O ;
SVARDAL, K ;
SCHWEIGHOFER, P .
WATER SCIENCE AND TECHNOLOGY, 1995, 31 (02) :115-124