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dc.contributor.authorMackay, E
dc.contributor.authorJohanning, L
dc.date.accessioned2018-07-09T09:09:08Z
dc.date.issued2018-07-06
dc.description.abstractTo calculate the return periods of individual wave or crest heights, the long-term distribution of sea states must be combined with the short-term distribution of individual wave or crest heights conditional on sea state. This is normally achieved using an equivalent storm model to parameterise the distribution of the maximum wave or crest height in a storm. A new equivalent storm model is introduced that generalises the approach of Tromans and Vanderschuren (1995). The generalised equivalent storm (GES) method is significantly simpler than equivalent storm methods that model the temporal evolution of the significant wave height in a storm. The GES method is applied to long time series of wave buoy measurements for deep and shallow water sites and demonstrated to be more accurate than existing methods at representing the statistical characteristics of measured storms. Return periods of crest heights from the GES method are shown to be more robust to uncertainties in the fitted models of the equivalent storm parameters than estimates from temporal evolution methods such as the equivalent triangular storm and equivalent power storm model.en_GB
dc.description.sponsorshipThis work was partly funded through EPSRC grant EP/R007519/1.en_GB
dc.identifier.citationPublished online 6 July 2018en_GB
dc.identifier.doi10.1016/j.coastaleng.2018.06.001
dc.identifier.urihttp://hdl.handle.net/10871/33401
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.rights© 2018 The Authors. Published by Elsevier B.V. Open Access funded by Engineering and Physical Sciences Research Council. Under a Creative Commons license: https://creativecommons.org/licenses/by/4.0/en_GB
dc.subjectWave heighten_GB
dc.subjectCrest height
dc.subjectLong-term statistics
dc.subjectEquivalent storm
dc.subjectReturn period
dc.titleA generalised equivalent storm model for long-term statistics of ocean wavesen_GB
dc.typeArticleen_GB
dc.date.available2018-07-09T09:09:08Z
dc.identifier.issn0378-3839
dc.descriptionThis is the final version of the article. Available from Elsevier via the DOI in this record.en_GB
dc.identifier.journalCoastal Engineeringen_GB
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/


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© 2018 The Authors. Published by Elsevier B.V. Open Access funded by Engineering and Physical Sciences Research Council. Under a Creative Commons license: https://creativecommons.org/licenses/by/4.0/
Except where otherwise noted, this item's licence is described as © 2018 The Authors. Published by Elsevier B.V. Open Access funded by Engineering and Physical Sciences Research Council. Under a Creative Commons license: https://creativecommons.org/licenses/by/4.0/