Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Cüneyt Baykal"'
Autor:
Cüneyt Baykal, Can Özsoy
Publikováno v:
Journal of Eta Maritime Science, Vol 12, Iss 3, Pp 238-252 (2024)
In the present study, a quasi-two-dimensional (2D) numerical model developed to model shoreline evolution under wave action near various coastal defense implementations is applied to laboratory experiments on shoreline evolution around an offshore br
Externí odkaz:
https://doaj.org/article/6d5e3a53054842cd8ed45fb2e956e0df
Publikováno v:
Volume: 31, Issue: 3 9941-9966
Teknik Dergi
Teknik Dergi
Variations in mean water level such as tides, seasonal variations, wave set-up/set-down, storm surge and sea level rise due to global warming are directly related to design and performance evaluation of rubble-mound coastal structures. The highest wa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2f707fc0bddb5149d0fdea956dfdcf2d
https://doi.org/10.18400/tekderg.448489
https://doi.org/10.18400/tekderg.448489
Publikováno v:
Ocean Engineering. 185:82-99
Reduction of wave overtopping at urban coastal structures is a significant concern as uncontrolled flooding, and the wave forces disrupt the daily flow of the urban life causing damage to people, structures and economy. However, the design of these s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8e545c95040c336a162c100a9073bd9b
https://doi.org/10.1016/j.oceaneng.2019.05.033
https://doi.org/10.1016/j.oceaneng.2019.05.033
In the present study, the motion of a single and the motion and collision of two spheres on a horizontal area under solitary wave attack are investigated, constituting a unique and integrated dataset. Sixteen experimental cases are considered on four
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d71bed6d9bc82f6c7b70fa3f0f179918
https://aperta.ulakbim.gov.tr/record/235386
https://aperta.ulakbim.gov.tr/record/235386
Publikováno v:
Applied Ocean Research. 72:76-91
A numerical assessment study of tsunami attack on the rubble mound breakwater of Haydarpasa Port, located at the southern entrance of the Istanbul Bosphorus Strait in the Sea of Marmara, Turkey, is carried out in this study using a Volume-Averaged Re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ad142c21e292617a43f349072184cf8
https://doi.org/10.1016/j.apor.2018.01.005
https://doi.org/10.1016/j.apor.2018.01.005
Publikováno v:
Baykal, C, Sumer, B M, Fuhrman, D R, Jacobsen, N G & Fredsøe, J 2017, ' Numerical simulation of scour and backfilling processes around a circular pile in waves ', Coastal Engineering, vol. 122, pp. 87-107 . https://doi.org/10.1016/j.coastaleng.2017.01.004
This study continues the investigation of flow and scour around a vertical pile, reported by Roulund et al. (2005). Flow and scour/backfilling around a vertical pile exposed to waves are investigated by using a three-dimensional numerical model based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::66545d109c334b6b1cef0a43a0e7d370
https://doi.org/10.1016/j.coastaleng.2017.01.004
https://doi.org/10.1016/j.coastaleng.2017.01.004
Autor:
Cüneyt BAYKAL
Publikováno v:
Baykal, C 2014, ' Development of a numerical 2-dimensional beach evolution model ', Turkish Journal of Earth Sciences, vol. 23, no. 2, pp. 215-231 . https://doi.org/10.3906/yer-1302-1
Volume: 23, Issue: 2 215-231
Turkish Journal of Earth Sciences
Volume: 23, Issue: 2 215-231
Turkish Journal of Earth Sciences
This paper presents the description of a 2-dimensional numerical model constructed for the simulation of beach evolution under the action of wind waves only over the arbitrary land and sea topographies around existing coastal structures and formation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e5f1887e04d8b7ff5abe2b41f9c1fb2
https://doi.org/10.3906/yer-1302-1
https://doi.org/10.3906/yer-1302-1
Autor:
Aysen Ergin, Semih Bezazoglu, Dogukan Atak, Cüneyt Baykal, Gulizar Ozyurt Tarakcioglu, Isikhan Guler
Publikováno v:
Coastal Engineering Proceedings. :40
In this study, the stability and serviceability (wave overtopping) of hardly-reshaping berm breakwater of Ordu-Giresun International Airport and four alternative cross-sections of fully- and partly-reshaping berm breakwaters are assessed by physical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb41dff7346ad5a0f2dc6d44d5712a22
https://doi.org/10.9753/icce.v36.structures.40
https://doi.org/10.9753/icce.v36.structures.40
Publikováno v:
Coastal Engineering Proceedings. :71
Crest modifications such as a storm wall, parapet or a bullnose are widely used to reduce the wave overtopping over coastal structures where spatial and visual demands restrict the crest heights, especially in urban areas. Although reduction factors
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c427d01fcde905db48ea47d3ad82ea0c
https://doi.org/10.9753/icce.v36.structures.71
https://doi.org/10.9753/icce.v36.structures.71
Publikováno v:
Coastal Engineering Proceedings. :12
This study presents the results of a numerical modeling study on the harbor agitation in case of offshore ship waves using SWASH (acronym for Simulating WAves till SHore), a numerical model developed for the simulating unsteady, non-hydrostatic, free
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49359fc91b3721f717cb0732e3e13489
https://doi.org/10.9753/icce.v36.currents.12
https://doi.org/10.9753/icce.v36.currents.12