Deposition and Erosion of Sediment along Shoreline

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

Deadline for manuscript submissions: closed (15 July 2021) | Viewed by 3044

Special Issue Editor


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Guest Editor
Department of Civil Engineering, Catholic Kwandong University, Gangwon, Gangneung 641-28, Republic of Korea
Interests: sediment transport; coastal hydraulics; nearshore environment; coastal protection; natural hazard countermeasures
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Special Issue Information

Dear Colleagues,

The deposition and erosion of sediment along the shoreline are significant problems from environmental and economic points of view. The leading causes of shoreline erosion and deposition are the action of strong waves, tides, wave-induced currents, or other impacts of storms. In particular, harbor and fishing ports built on the shoreline and energy facilities for various purposes also contribute to the shoreline’s erosion and deposition.

Both built structures (seawall, artificial reefs, revetments, breakwaters) and natural elements (sand dune/nourishment, wetlands, reefs) are essential features of a coastal community for community safety and development, which provide a range of resilience factors to coastal communities.

This Special Issue will focus on environmentally friendly and user-oriented coastal protection works depending on the different shore characteristics to solve the shoreline deposition and erosion problem, as well as technically sound creditable coastal protection works to meet the new trends.

Prof. Dr. Kyu-Han Kim
Guest Editor

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Keywords

  • beach erosion
  • sand deposition
  • beach erosion countermeasures
  • advanced monitoring
  • performance of countermeasures

Published Papers (1 paper)

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Research

19 pages, 6682 KiB  
Article
Artificial Intelligence Application on Sediment Transport
by Hyun Dong Kim and Shin-ichi Aoki
J. Mar. Sci. Eng. 2021, 9(6), 600; https://doi.org/10.3390/jmse9060600 - 31 May 2021
Cited by 7 | Viewed by 2533
Abstract
When erosion occurs, sand beaches cannot maintain sufficient sand width, foreshore slopes become steeper due to frequent erosion effects, and beaches are trapped in a vicious cycle of vulnerability due to incident waves. Accordingly, beach nourishment can be used as a countermeasure to [...] Read more.
When erosion occurs, sand beaches cannot maintain sufficient sand width, foreshore slopes become steeper due to frequent erosion effects, and beaches are trapped in a vicious cycle of vulnerability due to incident waves. Accordingly, beach nourishment can be used as a countermeasure to simultaneously minimize environmental impacts. However, beach nourishment is not a permanent solution and requires periodic renourishment after several years. To address this problem, minimizing the period of renourishment is an economical alternative. In the present study, using the Tuvaluan coast with its cross-sectional gravel nourishment site, four different test cases were selected for the hydraulic model experiment aimed at discovering an effective nourishment strategy to determine effective alternative methods. Numerical simulations were performed to reproduce gravel nourishment; however, none of these models simultaneously simulated the sediment transport of gravel and sand. Thus, an artificial neural network, a deep learning model, was developed using hydraulic model experiments as training datasets to analyze the possibility of simultaneously accomplishing the sediment transport of sand and gravel and supplement the shortcomings of the numerical models. Full article
(This article belongs to the Special Issue Deposition and Erosion of Sediment along Shoreline)
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