Removal of indigenous coliphages and fecal coliforms by a novel sewage treatment system consisting of UASB and DHS units

被引:39
作者
Uemura, S
Takahashi, K
Takaishi, A
Machdar, I
Ohashi, A
Harada, H
机构
[1] Kisarazu Natl Coll Technol, Dept Civil & Environm Engn, Kisarazu, Chiba 2920041, Japan
[2] Nagaoka Univ Technol, Dept Environm Syst Engn, Nagaoka, Niigata 9402188, Japan
关键词
coliphages; developing countries; DHS; fecal coliforms; sewage treatment; UASB;
D O I
10.2166/wst.2002.0754
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A novel sewage treatment system, which consists of an upflow anaerobic sludge blanket (UASB) pre-treatment unit and the following downflow hanging sponge (DHS) unit for polishing up the UASB effluent, was developed as a cost-effective and easy-maintenance sewage treatment system for developing countries. A long-term experiment with actual sewage was conducted in order to evaluate its treatment efficiency of organic substances, nutrients, and pathogen indicator microorganisms such as total coliphages, F+-specific RNA coliphages (RNA coliphages), and fecal coliforms. The main objective of this paper is to investigate the removal efficiency of those indicator microorganisms by the UASB-DHS combined system. The results obtained from the continuous flow experiment indicated a fairly promising removal of the indicator microorganisms, i.e., the log(10) reductions of total coliphages; RNA coliphages, and fecal coliforms (based on sewage and DHS effluent) achieved were 2.01 log, 2.02 log, and 2.57 log, respectively. The UASB-DHS combined system was superior to the conventional activated sludge process in the reduction of fecal coliforms, but in the reductions of total and RNA coliphages, the system showed somewhat less removal efficiency. The vertical reducing patterns of the indicator microorganisms along the DHS reactor were also discussed.
引用
收藏
页码:303 / 309
页数:7
相关论文
共 9 条
[1]  
Araki N, 1999, WATER SCI TECHNOL, V39, P23, DOI 10.2166/wst.1999.0319
[2]   INDIGENOUS COLIPHAGES AND RNA-F-SPECIFIC COLIPHAGES ASSOCIATED WITH SUSPENDED-SOLIDS IN THE ACTIVATED-SLUDGE PROCESS [J].
KETRATANAKUL, A ;
OHGAKI, S .
WATER SCIENCE AND TECHNOLOGY, 1989, 21 (03) :73-78
[3]   A novel and cost-effective sewage treatment system consisting of UASB pre-treatment and aerobic post-treatment units for developing countries [J].
Machdar, I ;
Harada, H ;
Ohashi, A ;
Sekiguchi, Y ;
Okui, H ;
Ueki, K .
WATER SCIENCE AND TECHNOLOGY, 1997, 36 (12) :189-197
[4]   Combination of a UASB reactor and a curtain type DHS (downflow hanging sponge) reactor as a cost-effective sewage treatment system for developing countries [J].
Machdar, I ;
Sekiguchi, Y ;
Sumino, H ;
Ohashi, A ;
Harada, H .
WATER SCIENCE AND TECHNOLOGY, 2000, 42 (3-4) :83-88
[5]   EFFECT OF SUNLIGHT ON COLIPHAGES IN AN OXIDATION POND [J].
OHGAKI, S ;
KETRATANAKUL, A ;
PRASERTSOM, U .
WATER SCIENCE AND TECHNOLOGY, 1986, 18 (10) :37-46
[6]  
SEKIGUCHI Y, 1996, ADV TECHNOLOGY ENV F, P99
[7]   VIRUS REMOVAL BY ACTIVATED-SLUDGE TREATMENT [J].
SHIMOHARA, E ;
SUGISHIMA, S ;
KANEKO, M .
WATER SCIENCE AND TECHNOLOGY, 1985, 17 (10) :153-158
[8]  
van Haandel AC., 1994, Anaerobic sewage treatment: a practical guide for regions with a hot climate
[9]  
[No title captured]