Sequential anaerobic-aerobic treatment for domestic wastewater - A review

被引:97
作者
Kassab, G. [1 ]
Halalsheh, M. [1 ]
Klapwijk, A. [3 ]
Fayyad, M. [1 ]
van Lier, J. B. [2 ]
机构
[1] Univ Jordan, Water & Environm Res & Study Ctr, Amman, Jordan
[2] Delft Univ Technol, Dept Water Environm, Sect Sanit Engn, NL-2600 GA Delft, Netherlands
[3] Wageningen Univ, Dept Agrotechnol & Food Sci, Sub Dept Environm Technol, NL-6700 EV Wageningen, Netherlands
关键词
Anaerobic; Aerobic; Domestic wastewater; Sewage; Post treatment; BIOLOGICAL CONTACTOR RBC; DISSOLVED AIR FLOTATION; HANGING SPONGE REACTOR; BAFFLED FILTER REACTOR; UASB REACTOR; SEWAGE-TREATMENT; PERFORMANCE EVALUATION; AERATED BIOFILTER; NITROGEN REMOVAL; NUTRIENT REMOVAL;
D O I
10.1016/j.biortech.2009.12.039
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Introduction, consolidation and even standardization of expensive conventional aerobic systems for domestic wastewater treatment imposed significant financial constraints on the expansion of sanitary services including treatment in developing countries. A viable alternative is the sequential anaerobic-aerobic systems. If compared with the conventional aerobic technologies based on activated sludge processes, lower energy consumption and lower excess sludge production can be achieved with a high-rate anaerobic pre-treatment step. Particularly with concentrated sewage, the energy benefit of applying anaerobic pre-treatment will become very significant. This study aims on putting the effectiveness of sequential systems for treatment of domestic wastewater on view, through displaying results presented in literature on the performance of these systems. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3299 / 3310
页数:12
相关论文
共 60 条
[1]   Treatment of raw sewage in a temperate climate using a UASB reactor and the hanging sponge cubes process [J].
Agrawal, LK ;
Ohashi, Y ;
Mochida, E ;
Okui, H ;
Ueki, Y ;
Harada, H ;
Ohashi, A .
WATER SCIENCE AND TECHNOLOGY, 1997, 36 (6-7) :433-440
[2]  
[Anonymous], 2002, THESIS WAGENINGEN U
[3]  
BATSTONE DJ, 2002, IAW ANAEROBIC DIGEST, P77
[4]   Municipal wastewater treatment in the anaerobic-aerobic baffled filter reactor at ambient temperature [J].
Bodík, I ;
Kratochvíl, K ;
Herdová, B ;
Tapia, G ;
Gaspariková, E .
WATER SCIENCE AND TECHNOLOGY, 2002, 46 (08) :127-135
[5]   Nitrogen removal in an anaerobic baffled filter reactor with aerobic post-treatment [J].
Bodík, I ;
Kratochvíl, K ;
Gaspariková, E ;
Hutnan, M .
BIORESOURCE TECHNOLOGY, 2003, 86 (01) :79-84
[6]   Removal of organic carbon, nitrogen and phosphorus in sequential batch reactors integrating the aerobic/anaerobic processes [J].
Callado, NH ;
Foresti, E .
WATER SCIENCE AND TECHNOLOGY, 2001, 44 (04) :263-270
[7]   A combined anaerobic-aerobic system to treat domestic sewage in coastal areas [J].
Castillo, A ;
Cecchi, F ;
Mata-Alvarez, J .
WATER RESEARCH, 1997, 31 (12) :3057-3063
[8]   Post-treatment options for the anaerobic treatment of domestic wastewater [J].
Chernicharo C.A.L. .
Reviews in Environmental Science and Bio/Technology, 2006, 5 (1) :73-92
[9]   Feasibility of a pilot-scale UASB/trickling filter system for domestic sewage treatment [J].
Chernicharo, CAL ;
Nascimento, MCP .
WATER SCIENCE AND TECHNOLOGY, 2001, 44 (04) :221-228
[10]  
deSousa JT, 1996, WATER SCI TECHNOL, V33, P73, DOI 10.1016/0273-1223(96)00323-X