2014
DOI: 10.1016/j.jes.2014.09.001
|View full text |Cite
|
Sign up to set email alerts
|

Effect of different molecular weight organic components on the increase of microbial growth potential of secondary effluent by ozonation

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
16
0

Year Published

2016
2016
2024
2024

Publication Types

Select...
7

Relationship

1
6

Authors

Journals

citations
Cited by 30 publications
(16 citation statements)
references
References 31 publications
0
16
0
Order By: Relevance
“…Regrowth may have resulted from the combination of treatment survival and capacity to use any available carbon and energy sources. Indeed, the occurrence of microbial regrowth after water treatment has been attributed to the presence of assimilable organic carbon, generated during the oxidation of recalcitrant organic matter (Thayanukul et al, 2013;Zhao et al, 2014). The comparison of the regrowth capacity in the presence of light or in the dark, suggested that light may have facilitated the recovery of cell injuries, mainly in bacterial heterotrophs and fungi (Fig.…”
Section: Microbial Inactivation and Reactivationmentioning
confidence: 99%
“…Regrowth may have resulted from the combination of treatment survival and capacity to use any available carbon and energy sources. Indeed, the occurrence of microbial regrowth after water treatment has been attributed to the presence of assimilable organic carbon, generated during the oxidation of recalcitrant organic matter (Thayanukul et al, 2013;Zhao et al, 2014). The comparison of the regrowth capacity in the presence of light or in the dark, suggested that light may have facilitated the recovery of cell injuries, mainly in bacterial heterotrophs and fungi (Fig.…”
Section: Microbial Inactivation and Reactivationmentioning
confidence: 99%
“…Besides, Thayanukul et al (2013) investigated 6 WRPs in Japan and claimed that AOC levels of secondary effluent and tertiary effluent from various processes were 66-138 μg/L and 36-446 μg/L (median: 316 μg/L) respectively. In addition, based on 5 WRPs in China, Zhao et al (2014aZhao et al ( , 2014b concluded that AOC levels of secondary effluent and tertiary effluent from various processes were 57-8150 μg/L (median: 223 μg/L) and 22-3036 μg/L (median: 870 μg/ L) respectively. As can be seen from Fig.…”
Section: Typical Aoc Levels Of Drinking Water and Reclaimed Watermentioning
confidence: 99%
“…Ozonation has been widely used for water and wastewater treatment and disinfection processes due to its strong oxidizability (Singh et al, 2008;Tripathi et al, 2011;Zhao et al, 2014b). However, sharp increases of AOC levels after ozonation have been discovered in both drinking water and reclaimed water treatment processes.…”
Section: Ozonationmentioning
confidence: 99%
See 2 more Smart Citations