dc.contributor.author | Myrhaug, Dag | |
dc.contributor.author | Leira, Bernt Johan | |
dc.date.accessioned | 2017-12-19T14:17:00Z | |
dc.date.available | 2017-12-19T14:17:00Z | |
dc.date.created | 2017-02-02T13:13:43Z | |
dc.date.issued | 2017 | |
dc.identifier.citation | Coastal Engineering. 2017, 120 75-77. | nb_NO |
dc.identifier.issn | 0378-3839 | |
dc.identifier.uri | http://hdl.handle.net/11250/2473028 | |
dc.description.abstract | The 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.iso | eng | nb_NO |
dc.publisher | Elsevier | nb_NO |
dc.title | Application of wave runup and wave rundown formulae based on long-term variation of wave conditions | nb_NO |
dc.type | Journal article | nb_NO |
dc.description.version | submittedVersion | nb_NO |
dc.source.pagenumber | 75-77 | nb_NO |
dc.source.volume | 120 | nb_NO |
dc.source.journal | Coastal Engineering | nb_NO |
dc.identifier.doi | 10.1016/j.coastaleng.2016.11.013 | |
dc.identifier.cristin | 1446108 | |
dc.description.localcode | This is a submitted manuscript of an article published by Elsevier Ltd in Coastal Engineering, 7 December 2016. | nb_NO |
cristin.unitcode | 194,64,20,0 | |
cristin.unitname | Institutt for marin teknikk | |
cristin.ispublished | true | |
cristin.fulltext | preprint | |
cristin.qualitycode | 2 | |