Evidence map›Paper›PMID 41370285›Full record

ArticlePloS one2025

Improved predictive formulae for wave overtopping at sloped breakwaters using interpretable machine learning models.

M A Habib, S Abolfathi, J J O'Sullivan, M Salauddin

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Article in PloS one, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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1 · What the graph read from it

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2 · The registry

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3 · Its place in the literature

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4 · The record

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5 · Who and what money

Authors and funding

4 authors.

M A HabibUCD Dooge Centre for Water Resources Research, UCD School of Civil Engineering, and UCD Earth Institute, University College Dublin, Dublin, Ireland.ORCID https://orcid.org/0009-0003-0649-0493
S AbolfathiSchool of Engineering, University of Warwick, Coventry, United Kingdom.
J J O'SullivanUCD Dooge Centre for Water Resources Research, UCD School of Civil Engineering, and UCD Earth Institute, University College Dublin, Dublin, Ireland.
M SalauddinUCD Dooge Centre for Water Resources Research, UCD School of Civil Engineering, and UCD Earth Institute, University College Dublin, Dublin, Ireland.ORCID https://orcid.org/0000-0001-5021-9236

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Accurate prediction of mean wave overtopping discharge is essential for the safe and cost-effective design of coastal defence structures. While traditional empirical, physical, and numerical models remain important, Machine Learning (ML) has recently emerged as a powerful complementary tool. This study presents a ML-based framework to predict mean wave overtopping discharge at sloped breakwaters, with a focus on both predictive accuracy and model interpretability, supported by a series of structured pre- and post-processing steps. Five ML algorithms were evaluated: two decision tree-based models, i.e., Random Forest (RF) and Gradient Boosted Decision Trees (GBDT), and three kernel-based models, i.e., Artificial Neural Networks (ANN), Support Vector Regression (SVR), and Gaussian Process Regression (GPR). The models were trained and validated using the EurOtop (2018) dataset on sloped breakwaters. Among them, GPR yielded the best predictive performance, achieving an R² of 0.80 and the lowest RMSE, MAE, and RAE values (0.100, 0.013, and 0.30, respectively), indicating a strong agreement with observed data. Feature importance analysis revealed that Relative Freeboard and Freeboard Deficit (FD) were the most influential parameters across the models. To enhance interpretability and practical usability, we translated the ML findings into mathematical expressions using polynomial regression and Genetic Programming (GP). A new set of simplified equations was developed to estimate mean overtopping discharge (q) based solely on FD, effectively modelling the relationship between FD and ln(q) within the EurOtop dataset. The proposed formulae provide coastal engineers with a rapid, interpretable, and reliable tool for estimating mean wave overtopping, significantly enhancing design efficiency and decision-making under uncertainty. By bridging the gap between advanced data-driven techniques and practical engineering needs, this work advances the integration of ML into coastal infrastructure design and supports the development of more adaptive and climate-resilient defence systems.

Indexed as

Machine LearningModels, TheoreticalAlgorithmsDecision TreesNeural Networks, Computer

Identifiers

PMID41370285
PMCPMC12694885

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.