Activated sludge process control via particle monitoring

被引:8
作者
Jiwani, A [1 ]
Graham, NJD [1 ]
Day, MC [1 ]
机构
[1] WATER RES CTR PLC, SWINDON SN5 8YF, WILTS, ENGLAND
关键词
activated sludge; dewaterability; effluent quality; filtrability; flocculation; floc size distribution; morphological index; SIZE;
D O I
10.1016/S0273-1223(97)00433-2
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The interrelationships between activated sludge plant operation and flee characteristics were examined in order to determine process control mechanisms for the effective treatment of domestic wastewaters and surplus activated sludge. A quantitative indicator of the physiological flee characteristics was developed and termed the morphological index, This maybe evaluated by plant operators using a simple assessment form and matching photographic guide of various flee structures, The morphological index and flee size distribution were found to be useful tools for activated sludge process control and monitoring the dewaterability of surplus activated sludge. It was found that flee size, morphology and in turn the dewaterability of surplus activated sludge varied with different operating conditions. Hydraulic retention times (HRTs) of < 10 hours and sludge ages of less than or equal to 8 days, resulted in the presence of small diffuse flee structures in the mixed liquor. The effluent quality was poor and the activated sludge had unfavourable filtering and dewatering properties, Switching plant operation to sludge ages in the region of greater than or equal to 8 days and HRTs of greater than or equal to 10 hours, was found to improve effluent quality and the dewaterability of surplus activated sludge, Here the flocs were large compact structures with short filaments protruding from the flee body. (C) 1997 IAWQ. Published by Elsevier Science Ltd.
引用
收藏
页码:269 / 277
页数:9
相关论文
共 13 条
[1]   INFLUENCE OF PROCESS LOADING INTENSITY ON SLUDGE CLARIFICATION AND THICKENING CHARACTERISTICS [J].
CHAO, AC ;
KEINATH, TM .
WATER RESEARCH, 1979, 13 (12) :1213-1223
[2]  
CHUDOBA J, 1988, SCI PAPERS PRAGUE I
[3]   FLOC BREAKUP IN ACTIVATED-SLUDGE PLANTS [J].
DAS, D ;
KEINATH, TM ;
PARKER, DS ;
WAHLBERG, EJ .
WATER ENVIRONMENT RESEARCH, 1993, 65 (02) :138-145
[4]   SETTLING PROPERTIES OF ACTIVATED-SLUDGE RELATED TO FLOC STRUCTURE [J].
ERIKSSON, L ;
HARDIN, AM .
WATER SCIENCE AND TECHNOLOGY, 1984, 16 (10-1) :55-68
[5]  
HOYLAND G, 1986, 449S WAT RES CTR
[6]  
Jenkins D., 1993, MANUAL CAUSES CONTRO, V2nd
[7]  
KARR PR, 1978, J WATER POLLUT CON F, V50, P1911
[8]  
KNOCKE WR, 1986, J WATER POLLUT CON F, V58, P1118
[9]  
PALM JC, 1980, J WATER POLLUTION CO, V52, P2485
[10]  
PITMAN AR, 1975, WATER POLLUT CONTROL, P688