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dc.contributor.authorMyrhaug, Dag
dc.contributor.authorLeira, Bernt Johan
dc.date.accessioned2017-12-19T14:17:00Z
dc.date.available2017-12-19T14:17:00Z
dc.date.created2017-02-02T13:13:43Z
dc.date.issued2017
dc.identifier.citationCoastal Engineering. 2017, 120 75-77.nb_NO
dc.identifier.issn0378-3839
dc.identifier.urihttp://hdl.handle.net/11250/2473028
dc.description.abstractThe purpose of this note is to demonstrate that it is possible to use the proposed formulae in Blenkinsopp et al. [1] to estimate runup and rundown based on long-term variation of wave conditions by using the Myrhaug and Fouques [5] joint distribution of significant wave height and Iribarren number for a sea state. Examples of application are given for typical field conditions including a procedure of determining the 100-years return period values for the runup and rundown and the corresponding values of significant wave height and Iribarren number.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleApplication of wave runup and wave rundown formulae based on long-term variation of wave conditionsnb_NO
dc.typeJournal articlenb_NO
dc.description.versionsubmittedVersionnb_NO
dc.source.pagenumber75-77nb_NO
dc.source.volume120nb_NO
dc.source.journalCoastal Engineeringnb_NO
dc.identifier.doi10.1016/j.coastaleng.2016.11.013
dc.identifier.cristin1446108
dc.description.localcodeThis is a submitted manuscript of an article published by Elsevier Ltd in Coastal Engineering, 7 December 2016.nb_NO
cristin.unitcode194,64,20,0
cristin.unitnameInstitutt for marin teknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode2


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