4.7 Article

Multi-criteria decision-making optimization model for permeable breakwaters characterization

期刊

OCEAN ENGINEERING
卷 280, 期 -, 页码 -

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PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.oceaneng.2023.114447

关键词

Analytical network process (ANP); Conditional value-at-risk (CVaR); Fuzzy decision-making trial and evaluation; laboratory (DEMATEL); Non-dominated sorting genetic algorithm-II; (NSGA-II); Permeable breakwater; Reflection and transmission coefficients

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This study proposed a stochastic multi-criteria decision-making model to optimize the geometry of permeable breakwaters by using a combination of the non-dominated sorting genetic algorithm-II (NSGA-II) and the multi-layer perceptron neural network (MLP-NN). The risk-based model, considering the uncertainties in wave characteristics, determined the optimal trade-offs between wave transmission, wave reflection, and rockfill materials volume using the conditional value-at-risk (CVaR) method. The model was experimentally applied for risk analysis of a permeable breakwater under different wave heights and confidence levels. The study achieved a rating of 8 out of 10 in terms of importance.
Permeable breakwaters have always been of interest due to their advantages over the traditional types. This study proposed a stochastic multi-criteria decision-making model to optimize the geometry of permeable breakwaters. A multi-objective optimization algorithm was conducted using the non-dominated sorting genetic algorithm-II (NSGA-II) coupling with the estimations made by a well-known machine learning (ML) model, the multi-layer perceptron neural network (MLP-NN) to achieve the objective. Considering the inherent uncertainties in the wave characteristics using the conditional value-at-risk (CVaR) method, the presented risk-based model could determine optimal tradeoffs between wave transmission, wave reflection, and rockfill materials volume. This CVaR-based multi-objective optimization model was experimentally applied to a permeable breakwater with maximum significant wave heights of 1-3.5 m at confidence levels of 50%, 75%, 90%, and 99% for risk analysis. To rank several alternatives between the Pareto-optimal solutions, a decisive so-called multi-criterion decision-making (MCDM) approach was employed, which coupled the fuzzy decision-making trial and evalua-tion laboratory (DEMATEL) method and analytical network process (ANP) procedure. Results indicated that the heavier permeable breakwater was the most appropriate for greater wave heights. To this extent, the relative rockfill materials height and width increased to 1.1 from 0.77 and 1.1 from 0.41, respectively, by increasing the specific wave height from 2 to 3.5 m.

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