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dc.contributor.authorSargol Memar
dc.contributor.authorBas Hofland
dc.contributor.authorElisa Ragno
dc.contributor.authorGregor Melling
dc.contributor.authorOswaldo Morales-Nápoles
dc.contributor.authorPatricia Mares Nasarre
dc.contributor.authorSebastiaan N. Jonkman
dc.date.accessioned2025-08-17T22:24:48Z
dc.date.available2025-08-17T22:24:48Z
dc.date.copyright7/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJWPED5.WWENG-2063.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306903
dc.description.abstractRock groins in the Elbe Estuary are constructed to maintain proper water levels for navigation and for embankment erosion protection. At certain localities, significant damages to rock groins have been observed due to the primary ship-generated waves. Primary waves are generated along the ship’s hull and then propagate toward the river banks and groin fields, appearing in the interaction with the structures as a turbulent overflow phenomenon. Eventually, this overflowing may cause damages mainly to the crest and leeward side of the groins. Since this overflowing is the most pronounced with large primary waves at certain water levels, the estimation of the probabilities of extreme primary waves is a key element for a safe and reliable design of groins. For this goal, nonparametric Bayesian networks (NPBNs) are used here to infer the probability distribution function of the extreme primary wave heights at the tip of a groin in the Elbe Estuary. Results demonstrate the suitability of the NPBN in their prediction. The model framework allows the designer to predict the probabilities of primary ship-generated waves at groins when the information of ship dimensions, nautical parameters, and waterway geometry is available. These probabilities can later be used for design purposes for current and future conditions.
dc.publisherAmerican Society of Civil Engineers
dc.titleProbabilistic Estimation of Primary Ship-Induced Wave Heights at Estuary Groins Using a Nonparametric Bayesian Network
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/JWPED5.WWENG-2063
dc.journal.fristpage04025015-1
dc.journal.lastpage04025015-12
dc.page12
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 004
dc.contenttypeFulltext


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