Free Chlorine Disinfection of Full-Scale MBR Effluent to Achieve 5-Log Virus Inactivation

2018 ◽  
Vol 90 (7) ◽  
pp. 623-633 ◽  
Author(s):  
Keisuke Ikehata ◽  
Yuan Li ◽  
Andrew T. Komor ◽  
Gregory W. Gibson
2015 ◽  
Vol 13 (3) ◽  
pp. 625-644 ◽  
Author(s):  
S. R. Petterson ◽  
T. A. Stenström

To support the implementation of quantitative microbial risk assessment (QMRA) for managing infectious risks associated with drinking water systems, a simple modeling approach for quantifying Log10 reduction across a free chlorine disinfection contactor was developed. The study was undertaken in three stages: firstly, review of the laboratory studies published in the literature; secondly, development of a conceptual approach to apply the laboratory studies to full-scale conditions; and finally implementation of the calculations for a hypothetical case study system. The developed model explicitly accounted for variability in residence time and pathogen specific chlorine sensitivity. Survival functions were constructed for a range of pathogens relying on the upper bound of the reported data transformed to a common metric. The application of the model within a hypothetical case study demonstrated the importance of accounting for variable residence time in QMRA. While the overall Log10 reduction may appear high, small parcels of water with short residence time can compromise the overall performance of the barrier. While theoretically simple, the approach presented is of great value for undertaking an initial assessment of a full-scale disinfection contactor based on limited site-specific information.


2008 ◽  
Vol 2008 (15) ◽  
pp. 1819-1831
Author(s):  
Bruce Mansell ◽  
Shiaw-Jy Huitric ◽  
Naoko Munakata ◽  
Jeff Kuo ◽  
Chi-Chung Tang ◽  
...  

2014 ◽  
Vol 9 (4) ◽  
pp. 491-501 ◽  
Author(s):  
Jennie L. Rand ◽  
Graham A. Gagnon ◽  
Alisha Knowles

Distribution system data from a Nova Scotia municipal drinking water supply was collected over four years, including free chlorine residual concentration, heterotrophic plate count (HPC) bacteria, and temperature. These data were analyzed for occurrences of HPC bacteria greater than 500 colony forming units (CFU)/mL. The municipality was interested in determining if secondary chlorination practices were sufficient in maintaining microbial health in their distribution system. Coliform data were non-detect (total coliforms and Escherichia coli) in the distribution system over this period and thus heterotrophic bacteria were used to assess microbial health. Results were compared to similar data collected from pilot-scale studies that had been carried out using the same municipal water as the source. Analysis showed that a similar trend was observed between pilot- and full-scale samples. Full-scale data analysis revealed that the minimum disinfection requirement of 0.2 mg/L did not consistently control occurrences of heterotrophic bacteria from being greater than 500 CFU/mL. By comparison, maintaining a concentration of 0.3 mg/L or above, particularly in warm-weather systems, maintained the number of heterotrophic bacteria at below 500 CFU/mL. Fortunately the majority of samples collected in the full-scale distribution system (>89%) had a free chlorine residual concentration of greater than 0.30 mg/L. While it is recognized that this system had 100% compliance for E. coli, the goal of this work will help utilities understand how to utilize microbial data to inform operational disinfection targets for their distribution system.


Opflow ◽  
2016 ◽  
Vol 108 ◽  
pp. E18-E26 ◽  
Author(s):  
Michael J. Adelman ◽  
Michael Phelps ◽  
Robert T. Hadacek ◽  
Oliver R. Slosser ◽  
Simon Calvet ◽  
...  

2012 ◽  
Vol 10 (4) ◽  
pp. 557-564 ◽  
Author(s):  
Wu Yang ◽  
Dong Yang ◽  
Sui-Yi Zhu ◽  
Bo-Yan Chen ◽  
Ming-Xin Huo ◽  
...  

To the best of our knowledge, there was little information available on pathogen removal using low level disinfectant followed by free chlorine in sequential disinfection (SD). This study investigated Escherichia coli inactivation by four types of disinfection: single step disinfection (SSD), SD, traditional sequential disinfection (TSD) and mixed disinfectant disinfection (MDD). Results indicated that SD had higher ability to inactivate E. coli than the others, indicating there was a positive synergistic effect on chlorine disinfection by prior dosing with a low level of chlorine dioxide (ClO2). The ONPG assay suggested that the permeability of cell wall rather than the viability of E. coli were changed under 0.02 mg/l ClO2 treatment. The coexistence of residual ClO2 and free chlorine also plays an active synergistic effect. Additionally, temperature had a positive effect on E. coli inactivation in SD, while inactivation was reduced in alkaline compared to neutral and acidic conditions.


1983 ◽  
Vol 18 (1) ◽  
pp. 115-128
Author(s):  
Garry Palmateer ◽  
Walter G. Cook ◽  
G. Elliott Whitby ◽  
Jan Maarschalkerweerd ◽  
Doug Huber ◽  
...  

Abstract A full-scale study involving the disinfection of secondarily treated wastewater with ultraviolet light was initiated to determine the efficacy of an ultraviolet device designed and engineered specifically for this purpose when operated in parallel with chlorine disinfection. Results consistently demonstrated the ability of the UV device to reduce pollution indicator bacterial levels to well below 2500 and 200 total and fecal coliforms, respectively per 100 ml as well as the more disinfectant resistant Clostridium perfringens. In caged fish-toxicity assays, no significant mortality was observed in the stream following UV disinfection; however, within 24 hours 100% mortality resulted from the chlorinated effluents.


2019 ◽  
Vol 53 (20) ◽  
pp. 11999-12006 ◽  
Author(s):  
Miyu Fuzawa ◽  
Elbashir Araud ◽  
Jianrong Li ◽  
Joanna L. Shisler ◽  
Thanh H. Nguyen

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