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dc.contributor.authorNitter, Therese Bergh
dc.contributor.authorKampel, Wolfgang
dc.contributor.authorSvendsen, Kristin V Hirsch
dc.contributor.authorAas, Bjørn
dc.date.accessioned2018-04-06T06:13:33Z
dc.date.available2018-04-06T06:13:33Z
dc.date.created2017-12-07T14:10:39Z
dc.date.issued2017
dc.identifier.citationWater Science and Technology : Water Supply. 2017, .nb_NO
dc.identifier.issn1606-9749
dc.identifier.urihttp://hdl.handle.net/11250/2492933
dc.description.abstractCertain aspects of the distribution of disinfection by-products (DBPs) in the air of indoor swimming pools, the exposure of the users, and possible health effects, have not been well documented. To determine the distribution of trihalomethanes (THM), measurements were performed at 0.05 m, 0.60 m and 1.50 m above the water surface. These heights were chosen to measure the exposure in the breathing zone of the users. Air samples were collected from two indoor swimming pool facilities in Norway. Facility 1 uses calcium hypochlorite and facility 2 uses sodium hypochlorite for water treatment. In facility 2, one of the swimming pools is filled with 33% seawater, while the other pools in this study were filled with freshwater. Higher values were measured at 0.05 m compared to 1.50 m. Negligible differences between the measurements at 0.60 m and 1.50 m above floor levels were obtained. On average, 282% higher concentrations of total THM (tTHM) were measured in facility 2. Different disinfection products and ventilation concepts are possible explanations. Swimmers are exposed to higher concentrations compared to users by the poolside. For future studies, it is crucial to measure as close to the water surface as possible.nb_NO
dc.language.isoengnb_NO
dc.publisherIWA Publishingnb_NO
dc.relation.urihttp://ws.iwaponline.com/content/ppiwawstws/early/2018/01/04/ws.2017.201.full.pdf
dc.titleComparison of trihalomethanes in the air of two Indoor swimming pool facilities using different type of chlorination and different types of waternb_NO
dc.typeJournal articlenb_NO
dc.description.versionsubmittedVersionnb_NO
dc.source.pagenumber8nb_NO
dc.source.journalWater Science and Technology : Water Supplynb_NO
dc.identifier.doi10.2166/ws.2017.201
dc.identifier.cristin1524313
dc.description.localcodeThis is a submitted manuscript of an article published by IWA Publishing in Water Science and Technology: Water Supply, 9 October 2017nb_NO
cristin.unitcode194,60,25,0
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for industriell økonomi og teknologiledelse
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode1


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