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

Journal Article (2025)
Authors

Sargol Memar (TU Delft - Hydraulic Structures and Flood Risk, Van Oord Dredging and Marine Contractors)

B. Hofland (TU Delft - Hydraulic Structures and Flood Risk)

Elisa Ragno (TU Delft - Hydraulic Structures and Flood Risk)

Gregor Melling (Federal Waterways Engineering and Research Institute (BAW))

Oswaldo Morales Morales-Nápoles (TU Delft - Applied Probability)

P. Mares-Nasarre (TU Delft - Hydraulic Structures and Flood Risk)

S.N. Jonkman (TU Delft - Hydraulic Engineering)

Research Group
Hydraulic Structures and Flood Risk
To reference this document use:
https://doi.org/10.1061/JWPED5.WWENG-2063
More Info
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Publication Year
2025
Language
English
Research Group
Hydraulic Structures and Flood Risk
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Issue number
4
Volume number
151
DOI:
https://doi.org/10.1061/JWPED5.WWENG-2063
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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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