Breakwater Behaviour II

A special issue of Journal of Marine Science and Engineering (ISSN 2077-1312). This special issue belongs to the section "Ocean Engineering".

Deadline for manuscript submissions: closed (31 May 2023) | Viewed by 2067

Special Issue Editors


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Guest Editor
Laboratory of Ports and Coasts, Institute of Transport and Territory, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain
Interests: civil engineering; ports; coastal engineering; wave hydrodynamics; physical modelling; breakwaters; wave–structure interaction
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Guest Editor
Andalusian Institute for Earth System Research, University of Granada, Avda. del Mediterráneo, s/n, 18006 Granada, Spain
Interests: breakwaters; wave–structure interaction; stability; overtopping; physical modelling; wave hydrodynamics; ocean wave energy
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Breakwaters are characteristic maritime works, in addition to being basic infrastructure, for the creation of artificial sea and land areas such as ports. Given their importance, it is of particular interest to study in depth the hydrodynamic, structural, and constructive behaviour of breakwaters, as well as to analyse their function as a shelter for the port area. In the last decade, breakwater design has moved from traditional deterministic design to probabilistic design, where concepts such as uncertainty and risk can be quantified. Thus, we invite you to contribute to this Special Issue with an original research paper or a review article on one or more of the following topics:

  • Coastal structures;
  • Hydrodynamic behaviour;
  • Hydraulic stability;
  • Wave overtopping;
  • Damage evolution and modelling;
  • Risk evaluation and probabilistic design;
  • Physical and numerical modelling.

Dr. M. Esther Gómez-Martín
Dr. María Clavero
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Journal of Marine Science and Engineering is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • coastal structures
  • hydrodynamic behaviour
  • breakwater stability
  • overtopping
  • damage evolution
  • damage modelling
  • physical modelling
  • numerical modelling
  • armour units

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Published Papers (1 paper)

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Review

20 pages, 2630 KiB  
Review
On Formulae for Wave Transmission at Submerged and Low-Crested Breakwaters
by Alberica Brancasi, Elisa Leone, Antonio Francone, Giulio Scaravaglione and Giuseppe Roberto Tomasicchio
J. Mar. Sci. Eng. 2022, 10(12), 1986; https://doi.org/10.3390/jmse10121986 - 13 Dec 2022
Cited by 8 | Viewed by 1784
Abstract
Submerged and low-crested breakwaters are nearshore barriers with an underwater or slightly emergent crest, designed to reduce the energy of wave attacks and, consequently, to protect the coast from erosion and flooding. Their performance in reducing the wave energy can be evaluated by [...] Read more.
Submerged and low-crested breakwaters are nearshore barriers with an underwater or slightly emergent crest, designed to reduce the energy of wave attacks and, consequently, to protect the coast from erosion and flooding. Their performance in reducing the wave energy can be evaluated by the value of the wave transmission coefficient, which thus requires accurate prediction. In the last few decades, several experimental investigations allowed the development of several formulae to predict this coefficient that agreed well within the given range of validity. In the present study, a comprehensive review of the existing formulae has been reported and the influence of input design variables has been highlighted. Moreover, an extensive set of experimental data has been collected and critically examined and re-analyzed to obtain a homogenous up-to-date database. Special attention has been addressed to the assessment of the reliability of each existing formula for and to evaluate its performance beyond the validity limits for which it was developed. Full article
(This article belongs to the Special Issue Breakwater Behaviour II)
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