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dc.contributor.authorCasas-Mulet, Roser
dc.contributor.authorAlfredsen, Knut
dc.contributor.authorBoissy, Thibault
dc.contributor.authorSundt, Håkon
dc.contributor.authorRüther, Nils
dc.date.accessioned2018-01-29T14:16:04Z
dc.date.available2018-01-29T14:16:04Z
dc.date.created2014-01-08T10:53:54Z
dc.date.issued2014
dc.identifier.citationRivers Research and Applications: an international journal devoted to river research and management. 2014, 31 (2), 143-155.nb_NO
dc.identifier.issn1535-1459
dc.identifier.urihttp://hdl.handle.net/11250/2480339
dc.description.abstractFish stranding is a critical issue in rivers with peaking operations. The ability to accurately predict potential stranding areas can become a decisive factor to assess environmental impacts and to plan mitigation measures. The presented work shows that common procedures suggested in the literature in the use of one-dimensional (1D) models for flood zone mapping are not always applicable to compute stranding areas. Specific and easy-to-understand guidance needs to be given for smaller-scale issues. We provide specific guidelines to accurately predict potential stranding areas in a cost-effective manner. By analysing four different river morphologies in detail in a peaking river, we find that the optimal geometry effort (number of cross sections) does not necessarily coincide with the maximum and it varies between channel types according to river physical characteristics such as sinuosity and channel complexity. The use of a 1D model can provide good estimates with an optimal geometry layout. Copyright © 2014 John Wiley & Sons, Ltd.nb_NO
dc.language.isoengnb_NO
dc.publisherWileynb_NO
dc.titlePerformance of a one-dimensional hydraulic model for the calculation of stranding areas in hydropeaking riversnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber143-155nb_NO
dc.source.volume31nb_NO
dc.source.journalRivers Research and Applications: an international journal devoted to river research and managementnb_NO
dc.source.issue2nb_NO
dc.identifier.doi10.1002/rra.2734
dc.identifier.cristin1085666
dc.relation.projectNorges forskningsråd: 193818nb_NO
dc.description.localcodeThis is the peer reviewed version of the following article: [Performance of a One-Dimensional Hydraulic Model for the Calculation of Stranding Areas in Hydropeaking Rivers], which has been published in final form at [http://onlinelibrary.wiley.com/doi/10.1002/rra.2734/abstract]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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