Probabilistic Estimation of Primary Ship-Induced Wave Heights at Estuary Groins Using a Nonparametric Bayesian NetworkSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 004::page 04025015-1Author:Sargol Memar
,
Bas Hofland
,
Elisa Ragno
,
Gregor Melling
,
Oswaldo Morales-Nápoles
,
Patricia Mares Nasarre
,
Sebastiaan N. Jonkman
DOI: 10.1061/JWPED5.WWENG-2063Publisher: 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.
|
Show full item record
contributor author | Sargol Memar | |
contributor author | Bas Hofland | |
contributor author | Elisa Ragno | |
contributor author | Gregor Melling | |
contributor author | Oswaldo Morales-Nápoles | |
contributor author | Patricia Mares Nasarre | |
contributor author | Sebastiaan N. Jonkman | |
date accessioned | 2025-08-17T22:24:48Z | |
date available | 2025-08-17T22:24:48Z | |
date copyright | 7/1/2025 12:00:00 AM | |
date issued | 2025 | |
identifier other | JWPED5.WWENG-2063.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4306903 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Probabilistic Estimation of Primary Ship-Induced Wave Heights at Estuary Groins Using a Nonparametric Bayesian Network | |
type | Journal Article | |
journal volume | 151 | |
journal issue | 4 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/JWPED5.WWENG-2063 | |
journal fristpage | 04025015-1 | |
journal lastpage | 04025015-12 | |
page | 12 | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 004 | |
contenttype | Fulltext |