Evaluation of microbial regrowth potential by assimilable organic carbon in various reclaimed water and distribution systems

被引:115
作者
Thayanukul, Parinda [1 ]
Kurisu, Futoshi [2 ]
Kasuga, Ikuro [1 ]
Furumai, Hiroaki [2 ]
机构
[1] Univ Tokyo, Grad Sch Engn, Dept Urban Engn, Bunkyo Ku, Tokyo 1138656, Japan
[2] Univ Tokyo, Grad Sch Engn, Res Ctr Water Environm Technol, Tokyo 1138656, Japan
基金
日本科学技术振兴机构;
关键词
Assimilable organic carbon (AOC); Biodegradable organic matter (BOM); Biological stability; Distribution system; Microbial regrowth; Reclaimed water; DRINKING-WATER; BACTERIAL-GROWTH; FULL-SCALE; AOC; PHOSPHORUS; QUALITY; REMOVAL;
D O I
10.1016/j.watres.2012.09.051
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Microbial regrowth introduces several problems to the use of reclaimed water, such as health concerns, aesthetic deterioration, and biofouling. This study evaluated assimilable organic carbon (AOC), which is a part of the biodegradable organic matter promoting microbial growth, in water reclamation systems in Japan. The AOC concentration in the reclaimed water from various treatment processes ranged between 36 and 446 mu g C/L (median 316 mu g C/L). The AOC concentration in the reclaimed water from the plants equipped with ozonation was significantly higher - more than two times - than that in the reclaimed water from plants equipped with other processes. UV and chlorine also changed the AOC concentration slightly. Moreover, reverse osmosis produced reclaimed water with the lowest AOC content. Processes equipped with membrane filtration were effective in removing seed microorganisms that enter the distribution system. Microbial growth in reclaimed water distribution systems occurred when the total and free residual chlorine was lower than 0.36 and 0.09 mg/L, respectively. The AOC reduction occurred simultaneously with regrowth, which suggests that AOC could support microbial growth in reclaimed-water-distribution systems. As the residual chlorine is often depleted during distribution and storage, it is essential to control the AOC to suppress microbial growth. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:225 / 232
页数:8
相关论文
共 42 条
[1]  
Asano Takashi., 2007, Water Reuse: Issues, Technology, and Applications
[2]  
Baird R.B., 2005, Standard methods for the examination of water and wastewater
[3]   Assimilable organic carbon and biodegradable dissolved organic carbon in Norwegian raw and drinking waters [J].
Charnock, C ;
Kjonno, O .
WATER RESEARCH, 2000, 34 (10) :2629-2642
[4]   Comparison of seven kinds of drinking water treatment processes to enhance organic material removal: A pilot test [J].
Chen, Chao ;
Zhang, Xiaojian ;
He, Wenjie ;
Lu, Wei ;
Han, Hongda .
SCIENCE OF THE TOTAL ENVIRONMENT, 2007, 382 (01) :93-102
[5]   Evolution of composite fouling on a vertical stainless steel surface caused by treated sewage [J].
Zan C. ;
Shi L. ;
Yang W. ;
Ma X. .
Frontiers of Energy and Power Engineering in China, 2010, 4 (2) :171-180
[6]   Effectiveness of AOC removal by advanced water treatment systems: a case study [J].
Chien, C. C. ;
Kao, C. M. ;
Dong, C. D. ;
Chen, T. Y. ;
Chen, J. Y. .
DESALINATION, 2007, 202 (1-3) :318-325
[7]   Bacterial growth in distribution systems: Effect of assimilable organic carbon and biodegradable dissolved organic carbon [J].
Escobar, IC ;
Randall, AA ;
Taylor, JS .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2001, 35 (17) :3442-3447
[8]  
Funamizu N., 1998, WATER SANITATION HLT, P281
[9]   Rainwater and reclaimed wastewater for sustainable urban water use [J].
Furumai, Hiroaki .
PHYSICS AND CHEMISTRY OF THE EARTH, 2008, 33 (05) :340-346
[10]   New method for assimilable organic carbon determination using flow-cytometric enumeration and a natural microbial consortium as inoculum [J].
Hammes, FA ;
Egli, T .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2005, 39 (09) :3289-3294