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Evaluation of UV disinfection systems for large-scale secondary effluent

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dc.contributor.author Ho, C-FH en
dc.contributor.author Pitt, P en
dc.contributor.author Mamais, D en
dc.contributor.author Chiu, C en
dc.contributor.author Jolis, D en
dc.date.accessioned 2014-03-01T01:47:10Z
dc.date.available 2014-03-01T01:47:10Z
dc.date.issued 1998 en
dc.identifier.issn 10614303 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/25170
dc.subject Coliform inactivation en
dc.subject Effluent disinfection en
dc.subject Pilot study en
dc.subject Ultraviolet (UV) light en
dc.subject Virus inactivation en
dc.subject.other Coliform inactivation en
dc.subject.other Virus inactivation en
dc.subject.other Coliform bacteria en
dc.subject.other Disinfection en
dc.subject.other Effluent treatment en
dc.subject.other Feedwater treatment en
dc.subject.other Hydraulics en
dc.subject.other Ultraviolet radiation en
dc.subject.other Viruses en
dc.subject.other Wastewater treatment en
dc.subject.other Water quality en
dc.subject.other Water pollution control en
dc.subject.other disinfection en
dc.subject.other effluent treatment en
dc.subject.other ultraviolet radiation en
dc.subject.other article en
dc.subject.other chlorination en
dc.subject.other coliform bacterium en
dc.subject.other disinfection en
dc.subject.other effluent en
dc.subject.other pollution control en
dc.subject.other priority journal en
dc.subject.other radiation dose en
dc.subject.other ultraviolet radiation en
dc.subject.other virus inactivation en
dc.subject.other water pollution en
dc.subject.other water quality en
dc.title Evaluation of UV disinfection systems for large-scale secondary effluent en
heal.type journalArticle en
heal.identifier.primary 10.2175/106143098X123264 en
heal.identifier.secondary http://dx.doi.org/10.2175/106143098X123264 en
heal.publicationDate 1998 en
heal.abstract A study at the Southeast Water Pollution Control Plant, San Francisco, California, was undertaken to evaluate the feasibility of replacing its current secondary effluent chlorination system with a 6.57 m3/S ultraviolet (UV) disinfection system. Two vertical lamp units and one horizontal lamp unit were pilot tested in parallel. The effective UV dose for coliform removal and the effects of feedwater characteristics and reactor hydraulics were examined. The horizontal pilot unit gave a more consistent performance than the vertical pilot units. Based on the test results, a UV dose of 65 mW · s/cm2 would he required for the plant to achieve the target effluent total coliform level (240 CFU/100 mL) 95% of the time. The large fluctuation of UV disinfection results could be attributed to the wide range of feedwater quality inherent to a combined sewer system. High suspended solids, characteristic of the plant's secondary effluent during storm events, significantly increased the UV dose required to achieve the target coliform level. Existing UV inactivation models were evaluated. The hydraulic behavior of the pilot units was found to significantly affect their test results. Higher virus removal efficiency was observed with the UV systems than the full-scale chlorination system. en
heal.journalName Water Environment Research en
dc.identifier.doi 10.2175/106143098X123264 en
dc.identifier.volume 70 en
dc.identifier.issue 6 en
dc.identifier.spage 1142 en
dc.identifier.epage 1150 en


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