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Open AccessJournal ArticleDOI

Optimized Reliability Based Upgrading of Rubble Mound Breakwaters in a Changing Climate

TLDR
In this article, the authors present an approach on implementing appropriate mitigation measures for the upgrade of rubble mound breakwaters protecting harbors and/or marinas against increasing future marine hazards and related escalating exposure to downtime risks.
Abstract
The present work aims at presenting an approach on implementing appropriate mitigation measures for the upgrade of rubble mound breakwaters protecting harbors and/or marinas against increasing future marine hazards and related escalating exposure to downtime risks. This approach is based on the reliability analysis of the studied structure coupled with economic optimization techniques. It includes the construction of probability distribution functions for all the stochastic variables of the marine climate (waves, storm surges, and sea level rise) for present and future conditions, the suggestion of different mitigation options for upgrading, the construction of a fault tree providing a logical succession of all events that lead to port downtime for each alternative mitigation option, and conclusively, the testing of a large number of possible alternative geometries for each option. A single solution is selected from the total sample of acceptable geometries for each upgrading concept that satisfy a probabilistic constraint in order to minimize the total costs of protection. The upgrading options considered in the present work include the construction or enhancement of a crown wall on the breakwater crest, the addition of the third layer of rocks above the primary armor layer of the breakwater (combined with crest elements), the attachment of a berm on the primary armor layer, and the construction of a detached low-crested structure in front of the breakwater. The proposed methodology is applied to an indicative rubble mound breakwater with an existing superstructure. The construction of a berm on the existing primary armor layer of the studied breakwater (port of Deauville, France), seems to be advantageous in terms of optimized total costs compared to other mitigation options.

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Random seas and design of maritime structures

良実 合田
TL;DR: Theoretical Description of Random Sea Waves Statistical Theory of Irregular Waves Techniques of Random Wave Analysis 2D Computation of Wave Transformation with Random Breaking and Nearshore Currents Statistical Analysis of Extreme Waves Prediction and Control of Beach Deformation Processes.

Introduction to bed, bank and shore protection.

TL;DR: Loads (flow, waves, ships, porous flow), Erosion (flow flow, remainder) Load reduction, stability, protections, construction and maintenance, design as discussed by the authors.
Journal ArticleDOI

Design of a rubble mound breakwater under the combined effect of wave heights and water levels, under present and future climate conditions

TL;DR: In this paper, the design of a conventional rubble mound breakwater at the Makran coasts on the southern coast of Iran has been carried out using a commonly applied, as well as a joint probability approach.
Journal ArticleDOI

Wave-induced dynamic pressure under rubble mound breakwaters with submerged berm: an experimental and numerical study

TL;DR: In this article, the authors provided an experimental and numerical seabed pressure dataset under rubble mound breakwaters with submerged berms, and the experimental data have been used to assess the reliability of a Computational Fluid Dynamics (CFD) based numerical model.
Journal ArticleDOI

Impact of copula model selection on reliability-based design optimization of a rubble mound breakwater

TL;DR: In this paper , the reliability-based design optimization (RBDO) of a rubble mound breakwater has been performed by considering the correlation among significant wave height, wave period and water level, and four different copulas are considered: Independence, the Gaussian, the Drawable Vine dependence, and the Gumbel.
References
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Journal ArticleDOI

L-Moments: Analysis and Estimation of Distributions Using Linear Combinations of Order Statistics

TL;DR: The authors define L-moments as the expectations of certain linear combinations of order statistics, which can be defined for any random variable whose mean exists and form the basis of a general theory which covers the summarization and description of theoretical probability distributions.
Journal ArticleDOI

Transformation of wave height distribution

TL;DR: In this paper, the authors reviewed earlier models of random wave transformation and described the transformation of waves, including dissipation due to breaking and bottom friction, by an energy flux balance model, and compared results from random wave experiments in the laboratory and from an extensive set of field measurements.
Journal ArticleDOI

Dependence Measures for Extreme Value Analyses

TL;DR: In this paper, an overview of the principal issues of extremal dependence is provided through a unified approach which encompasses both the limiting and independent cases of extreme dependence, and diagnostic measures for dependence are also developed.
Book

Random seas and design of maritime structures

良実 合田
TL;DR: Theoretical Description of Random Sea Waves Statistical Theory of Irregular Waves Techniques of Random Wave Analysis 2D Computation of Wave Transformation with Random Breaking and Nearshore Currents Statistical Analysis of Extreme Waves Prediction and Control of Beach Deformation Processes.
Journal ArticleDOI

Climate change and North Sea storm surge extremes: an ensemble study of storm surge extremes expected in a changed climate projected by four different regional climate models

TL;DR: In this paper, the authors examined the future storm surge statistics for the North Sea based on numerical modeling and found that storm surge extremes may increase along the North sea coast towards the end of this century.
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