Enhanced sludge granulation in upflow anaerobic sludge blanket (UASB) reactors by aluminum chloride

被引:77
作者
Yu, HQ [1 ]
Fang, HHP
Tay, JH
机构
[1] Univ Hong Kong, Dept Civil Engn, Ctr Environm Engn Res, Hong Kong, Hong Kong, Peoples R China
[2] Nanyang Technol Univ, Sch Civil & Struct Engn, Singapore 2263, Singapore
关键词
aluminum chloride; granular sludge; start-up; UASB;
D O I
10.1016/S0045-6535(00)00381-7
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Two upflow anaerobic sludge blanket (UASB) reactors were concurrently operated for 146 days to examine the effects of aluminum chloride (AlCl3) on the sludge granulation process during start-up. Sludge granulation (defined as that over 10% of granules were larger than 2.0 mm) was achieved in the control reactor (R1) in approximate three months. Introduction of Al3+ at a concentration of 300 mg/l reduced the sludge granulation time by approximate one month. Throughout the experiment the AlCl3-added reactor (R2) had a higher biomass concentration, e.g., 13.8 g-MLVSS/1 versus 12.8 g-MLVSS/1 on Day 146. Granules became visible earlier in R2 compared with R1 (35 days versus 65 days). The average size of granules from R2 was larger than that from R1, The results demonstrated that AlCl3 enhanced the sludge granulation process in the UASB reactors. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:31 / 36
页数:6
相关论文
共 18 条
[1]   AN EXAMINATION OF THE GRANULATION PROCESS IN UASB REACTORS [J].
ALIBHAI, KRK ;
FORSTER, CF .
ENVIRONMENTAL TECHNOLOGY LETTERS, 1986, 7 (04) :193-200
[2]  
ALPHENAAR PA, 1993, APPL MICROBIOL BIOT, V39, P276, DOI 10.1007/BF00228619
[3]   PERFORMANCE AND GRANULE CHARACTERISTICS OF UASB PROCESS TREATING WASTE-WATER WITH HYDROLYZED PROTEINS [J].
FANG, HHP ;
CHUI, HK ;
LI, YY ;
CHEN, T .
WATER SCIENCE AND TECHNOLOGY, 1994, 30 (08) :55-63
[4]   Effect of degradation kinetics on the microstructure of anaerobic biogranules [J].
Fang, HHP ;
Chui, HK ;
Li, YY .
WATER SCIENCE AND TECHNOLOGY, 1995, 32 (08) :165-172
[5]  
Kosaric N, 1990, Adv Biochem Eng Biotechnol, V42, P27
[6]   ANAEROBIC TREATMENT OF DOMESTIC SEWAGE AND WASTE-WATER [J].
LETTINGA, G ;
DEMAN, A ;
VANDERLAST, ARM ;
WIEGANT, W ;
VANKNIPPENBERG, K ;
FRIJNS, J ;
VANBUUREN, JCL .
WATER SCIENCE AND TECHNOLOGY, 1993, 27 (09) :67-73
[7]   THE EFFECT OF CALCIUM ON MICROBIAL AGGREGATION DURING UASB REACTOR START-UP [J].
MAHONEY, EM ;
VARANGU, LK ;
CAIRNS, WL ;
KOSARIC, N ;
MURRAY, RGE .
WATER SCIENCE AND TECHNOLOGY, 1987, 19 (1-2) :249-260
[8]   KINETICS OF ANAEROBIC TREATMENT - A CRITICAL-REVIEW [J].
PAVLOSTATHIS, SG ;
GIRALDOGOMEZ, E .
CRITICAL REVIEWS IN ENVIRONMENTAL CONTROL, 1991, 21 (5-6) :411-490
[9]   A COMPARATIVE-STUDY OF THE STRUCTURE OF THERMOPHILIC AND MESOPHILIC ANAEROBIC GRANULES [J].
QUARMBY, J ;
FORSTER, CF .
ENZYME AND MICROBIAL TECHNOLOGY, 1995, 17 (06) :493-498
[10]  
RUDD T, 1984, J WATER POLLUT CON F, V56, P1260