Zobrazeno 1 - 10
of 66
pro vyhledávání: '"Marcel R.A. van Gent"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 7, Iss 3, p 60 (2019)
Physical model tests were performed in a wave flume at Deltares with rock armoured slopes. A shallow foreshore was present. At deep water, the same wave conditions were used, but by applying different water levels, the wave loading on the rock armour
Externí odkaz:
https://doaj.org/article/07903a9a9c1f47e3a2d7f1144b91d0da
Publikováno v:
Journal of Marine Science and Engineering, Vol 6, Iss 4, p 149 (2018)
Most guidelines on wave overtopping over coastal structures are based on conditions with waves from one direction only. Here, wave basin tests with oblique wave attack are presented where waves from one direction are combined with waves from another
Externí odkaz:
https://doaj.org/article/8b7e0d4e8e684c0dbc07aa04c0a94f67
Publikováno v:
Coastal Engineering, 181
Numerical modelling of wave interaction with rock-armoured rubble mound breakwaters has been performed to study wave overtopping. The influences of the slope angle, a berm in the seaward slope, a protruding crest wall, a recurved parapet, and the wav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::25bdfe02336485ba61b696ff6c74a9f0
http://resolver.tudelft.nl/uuid:8f718453-3563-45b0-8ed8-541cadbb8db1
http://resolver.tudelft.nl/uuid:8f718453-3563-45b0-8ed8-541cadbb8db1
Wave overtopping discharges at rubble mound breakwaters including effects of a crest wall and a berm
Publikováno v:
Coastal Engineering, 176
Physical model tests have been performed to study wave overtopping at rubble mound breakwaters, including breakwaters with a crest wall, breakwaters with a berm, and breakwaters with a crest wall and a berm. For rubble mound structures with a protrud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3d9c0f415575bb8ddfb7bdaee652ac41
https://doi.org/10.1016/j.coastaleng.2022.104151
https://doi.org/10.1016/j.coastaleng.2022.104151
Publikováno v:
Coastal Engineering. 177:104150
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb8adeaab09bcc9aa50c54d4d6804182
https://doi.org/10.1016/j.coastaleng.2022.104150
https://doi.org/10.1016/j.coastaleng.2022.104150
Publikováno v:
Coastal Engineering. 177:104173
For a safe design of a rubble mound seawall, overtopping characteristics such as the mean overtopping discharge (q) and the maximum individual overtopping volume (Vmax) should be limited. Unlike q, the estimation of Vmax is more complex and requires
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a51f6b9d0b0a542e2994fb41a5068598
https://doi.org/10.1016/j.coastaleng.2022.104173
https://doi.org/10.1016/j.coastaleng.2022.104173
Autor:
Ivo van der Werf, Marcel R.A. van Gent
Publikováno v:
Coastal Engineering. 151:78-96
At the crest of rubble mound structures a crest wall is often present to reduce the consumption of material compared to breakwaters without a crest wall. To design the crest wall several methods based on estimates of the hydraulic wave loads are avai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::21c8b46ee76fb1023ea2e55970495507
https://doi.org/10.1016/j.coastaleng.2019.04.001
https://doi.org/10.1016/j.coastaleng.2019.04.001
Publikováno v:
Coastal Engineering. 175:104142
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8184326d64799e9b6e743cc070c7574b
https://doi.org/10.1016/j.coastaleng.2022.104142
https://doi.org/10.1016/j.coastaleng.2022.104142
Autor:
Marcel R.A. van Gent
Publikováno v:
Coastal Engineering, 164
The amount of wave overtopping at coastal structures such as vertical caisson breakwaters is strongly dependent on the angle of wave attack. The reducing effects of oblique waves on wave overtopping compared to perpendicular wave attack has been stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::803caf4f9554f9307f71d2f80306b3f8
http://resolver.tudelft.nl/uuid:bdd94240-07b3-4ce5-897b-a1f6e9d53475
http://resolver.tudelft.nl/uuid:bdd94240-07b3-4ce5-897b-a1f6e9d53475
Autor:
Yalcin Yuksel, Marcel R.A. van Gent, Esin Cevik, Alper Hasan Kaya, H. Anil Ari Guner, Z. Tugce Yuksel, Irem Gumuscu
Publikováno v:
Ocean Engineering. 253:111317
The performance of high-density cubes in the armor layer of a breakwater was investigated through an experimental study. For this purpose, two different cross-sections, one with a conventional cross-section and one with a berm, were modelled in a wav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a547c9843cf1fd2b42a3f6502dabdba9
https://doi.org/10.1016/j.oceaneng.2022.111317
https://doi.org/10.1016/j.oceaneng.2022.111317