2010
DOI: 10.1016/j.scitotenv.2010.01.051
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Performance of UV disinfection and the microbial quality of greywater effluent along a reuse system for toilet flushing

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Cited by 75 publications
(40 citation statements)
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“…The study by Natvik et al [119] suggested a minimal requirement for post-MBR disinfection, which can be achieved using a reduced ultraviolet irradiation. In another study, complete removal of a viral indicator from the effluent of an MBR treating grey water via UV irradiation was reported [120]. Mansell et al [121] reported achievement of five-log virus inactivation with free chlorine dosing to MBR effluent at concentrations one-tenth of 450 mg Cl2-min/L, which is the minimum value required by California Water Recycling Criteria (Title 22) for all chlorine disinfection processes.…”
Section: Requirement Of Post-disinfectionmentioning
confidence: 97%
“…The study by Natvik et al [119] suggested a minimal requirement for post-MBR disinfection, which can be achieved using a reduced ultraviolet irradiation. In another study, complete removal of a viral indicator from the effluent of an MBR treating grey water via UV irradiation was reported [120]. Mansell et al [121] reported achievement of five-log virus inactivation with free chlorine dosing to MBR effluent at concentrations one-tenth of 450 mg Cl2-min/L, which is the minimum value required by California Water Recycling Criteria (Title 22) for all chlorine disinfection processes.…”
Section: Requirement Of Post-disinfectionmentioning
confidence: 97%
“…Consequently, it could not be directly used for irrigation. Considerably decreasing of microbial load could be achieved with sand filtration and coagulation, combined with chorine and UV disinfection (Tajima et al, 2007;Friedler et al, 2008;Friedler & Gilboa, 2010). In general and as it would be expected, the concentration of the parameters analysed in the TGW is superior to the LGW (Fig.…”
Section: Total Greywater and Light Greywater Qualitymentioning
confidence: 92%
“…Contrary to public perception, many recent investigations highlight the necessity of greywater treatment before its use on irrigation (Friedler & Gilboa, (2010)). According to Friedler & Gilboa, (2010), since in on-site systems greywater is reused in close proximity to the general population, safe reuse is possible only after an appropriate treatment that increases its sanitary, environmental and aesthetic quality, which leads to the generally accepted need to provide effective disinfection prior to reuse. Greywater is often extensively treated in combined systems or separately in spread settlings.…”
Section: Treatment Requirementsmentioning
confidence: 99%
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