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dc.contributor.authorBakken, Tor Haakon
dc.contributor.authorModahl, Ingunn Saur
dc.contributor.authorRaadal, Hanne Lerche
dc.contributor.authorAdeva Bustos, Ana
dc.contributor.authorArnøy, Silje
dc.date.accessioned2018-02-23T08:19:33Z
dc.date.available2018-02-23T08:19:33Z
dc.date.created2016-05-31T12:59:29Z
dc.date.issued2016
dc.identifier.citationWater Policy. 2016, 18 (4), 932-947.nb_NO
dc.identifier.issn1366-7017
dc.identifier.urihttp://hdl.handle.net/11250/2486618
dc.description.abstractThe Intergovernmental Panel on Climate Change Special Report on Renewable Energy Sources represented a benchmark in the assessment of water consumption from electricity production. The numbers for hydropower ranged from very low to much larger than the other renewable technologies, partly explained by methodological problems. One of the methodological shortcomings identified was the lack of guidance on how to allocate the water consumption rates in multipurpose reservoirs. This paper is, according to the authors’ knowledge, the first attempt to evaluate, test and propose a methodology for the allocation of water consumption from such reservoirs. We tested four different allocation methods in four different cases, all serving three to five functions, including drinking water supply, irrigation, flood control, industrial water, ecological flow and power generation. Based on our case studies we consider volume allocation to be the most robust approach for allocating water consumption between functions in multipurpose reservoirs. The spatial boundaries of the analysis should follow the boundaries of the hydraulic system. We recommend that data should preferably be gathered from one source for all functions, to ensure a consistent calculation approach. We believe the findings are relevant for similar allocation problems, such as allocation of energy investments and green-house gas emissions from multipurpose reservoirs.nb_NO
dc.language.isoengnb_NO
dc.publisherIWA Publishingnb_NO
dc.titleAllocation of water consumption in multipurpose reservoirsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber932-947nb_NO
dc.source.volume18nb_NO
dc.source.journalWater Policynb_NO
dc.source.issue4nb_NO
dc.identifier.doi10.2166/wp.2016.009
dc.identifier.cristin1358720
dc.relation.projectNorges forskningsråd: 193818nb_NO
dc.relation.projectNorges forskningsråd: 215934nb_NO
dc.description.localcode© 2016. This is the authors' accepted and refereed manuscript to the article. The final authenticated version is available online at: http://wp.iwaponline.com/content/18/4/932nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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