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    Probabilistic Estimation of Primary Ship-Induced Wave Heights at Estuary Groins Using a Nonparametric Bayesian Network

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 004::page 04025015-1
    Author:
    Sargol Memar
    ,
    Bas Hofland
    ,
    Elisa Ragno
    ,
    Gregor Melling
    ,
    Oswaldo Morales-Nápoles
    ,
    Patricia Mares Nasarre
    ,
    Sebastiaan N. Jonkman
    DOI: 10.1061/JWPED5.WWENG-2063
    Publisher: American Society of Civil Engineers
    Abstract: Rock 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.
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      Probabilistic Estimation of Primary Ship-Induced Wave Heights at Estuary Groins Using a Nonparametric Bayesian Network

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4306903
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorSargol Memar
    contributor authorBas Hofland
    contributor authorElisa Ragno
    contributor authorGregor Melling
    contributor authorOswaldo Morales-Nápoles
    contributor authorPatricia Mares Nasarre
    contributor authorSebastiaan N. Jonkman
    date accessioned2025-08-17T22:24:48Z
    date available2025-08-17T22:24:48Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJWPED5.WWENG-2063.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306903
    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.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Estimation of Primary Ship-Induced Wave Heights at Estuary Groins Using a Nonparametric Bayesian Network
    typeJournal Article
    journal volume151
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/JWPED5.WWENG-2063
    journal fristpage04025015-1
    journal lastpage04025015-12
    page12
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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