Performance based assessment of a small-scale artificially nourished beach

Karasu, Servet; Marangoz, Hasan Oğulcan; Gülkaya, Enes; Akpınar, Adem; Ceylan, Yusuf; Yılmaz, Enver

doi:10.1016/j.ocecoaman.2023.106827

Cited by 1 publication

(1 citation statement)

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“…Initially, the main problem was obtaining the bathymetric data since analyzing and interpreting the effect of coastal sedimentation is performed using a high-precision bed surface. Some researchers have focused on creating and then using a surface model via traditional methods [7][8][9][10][11][12][13][14][15][16]; however, with the newest survey technology, remote sensing is possible. This technique provides an opportunity to ascertain the seabed morphology with minimum effort.…”

Section: Introductionmentioning

confidence: 99%

Monitoring Sediment Transport in Certain Harbor Launches in the Southeastern Black Sea

Karasu,

Marangoz,

Kocapir

et al. 2023

Water

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The problem of shoaling on coastal structures is the result of an event that occurs as part of the natural cycle. In cases where shoaling cannot be detected or prevented, various economic and operational problems may arise and may cause disruptions. In this study, the complex coastal dynamic impact of shoaling on three sequential fishery coastal structures located within the borders of Rize province in the Eastern Black Sea region of Türkiye was examined in terms of bathymetric changes and sediment transport under the influence of the incident wave climate. The effects of these structures on each other were also investigated. With this aim, bathymetric measurements were carried out to examine the impact of waves on seabed erosion and deposition. A serious shoaling problem was identified at one of the harbor launches under investigation, where approximately 13,200 m3 of deposition occurs annually in a relatively small harbor launch area. Such physical problems are thought to be the result of shoaling, the selection of sites that are not viable for fishery-related coastal structures, or the wrong positioning of the breakwater.

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