The effect of dissolved oxygen concentration on the structure, size and size distribution of activated sludge flocs

被引:185
作者
Wilén, BM
Balmér, P
机构
[1] Chalmers Univ Technol, Dept Sanit Engn, S-41296 Gothenburg, Sweden
[2] GRYAAB, S-41722 Gothenburg, Sweden
关键词
wastewater; activated sludge; settling; dissolved oxygen concentration; floc size distribution; settling properties; filamentous microorganisms;
D O I
10.1016/S0043-1354(98)00208-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The variations in activated sludge flee structure, size and size distribution were studied for different dissolved oxygen (DO) concentrations in pilot scale completely mixed reactors. The size distribution by volume for Aocs larger than about 10 mu m fitted well to log-normal distribution functions. No clear relationship between DO concentration and average flee diameter could be found; there was only a trend towards larger flocs at higher DO concentrations. Lower DO concentrations (0.5-2.0 mg/l) produced sludge with poorer settling properties and higher turbidities of the effluent than higher DO concentrations (2.0-5.0 mg/l). The main reasons to the deteriorated settling properties were excessive growth of filamentous bacteria and the formation of porous flocs. Alternating aerobic and anaerobic conditions (1-4 h) did not affect the settling properties to a large extent. The turbidity increased significantly during the anaerobic period and decreased during the aerobic period. The supernatant was also analysed with a particle analyser. During alternating aerobic/anaerobic conditions, the proportion of smaller flocs (2-20 mu m) increased gradually during the anaerobic periods. Directly after that the oxygen supply was turned on, the number of small flocs decreased. In most of the measurements, more than 80% of the number of flocs in the supernatant were smaller than 2 mu m. The size distribution of small Aocs could best be fitted to power functions. The number of flocs in the supernatant could relatively well be related to the turbidity. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:391 / 400
页数:10
相关论文
共 37 条
[1]  
ALLEN T, 1985, PARTICLE SIZE ANAL, P25
[2]   PHYSICAL AND CHEMICAL-PROPERTIES OF ACTIVATED-SLUDGE FLOC [J].
ANDREADAKIS, AD .
WATER RESEARCH, 1993, 27 (12) :1707-1714
[3]   INFLUENCE OF SUBSTRATE LOADING INTENSITY ON FLOC SIZE IN ACTIVATED-SLUDGE PROCESS [J].
BARBUSINSKI, K ;
KOSCIELNIAK, H .
WATER RESEARCH, 1995, 29 (07) :1703-1710
[4]  
BISOGNI JJ, 1971, WATER RES, V5, P753
[6]   INFLUENCE OF PROCESS LOADING INTENSITY ON SLUDGE CLARIFICATION AND THICKENING CHARACTERISTICS [J].
CHAO, AC ;
KEINATH, TM .
WATER RESEARCH, 1979, 13 (12) :1213-1223
[7]   FLOC BREAKUP IN ACTIVATED-SLUDGE PLANTS [J].
DAS, D ;
KEINATH, TM ;
PARKER, DS ;
WAHLBERG, EJ .
WATER ENVIRONMENT RESEARCH, 1993, 65 (02) :138-145
[8]   EVALUATION OF SLUDGE PROPERTIES AT AN ACTIVATED-SLUDGE PLANT [J].
ERIKSSON, L ;
STEEN, I ;
TENDAJ, M .
WATER SCIENCE AND TECHNOLOGY, 1992, 25 (06) :251-265
[9]  
GALIL N, 1991, RES J WATER POLLUT C, V63, P768
[10]   MICROBIAL AGGREGATES IN WASTE-WATER TREATMENT [J].
GANCZARCZYK, JJ .
WATER SCIENCE AND TECHNOLOGY, 1994, 30 (08) :87-95