Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Marcel R. A. van Gent"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 7, p 1261 (2023)
Slope stability formulae for rubble mound structures are usually developed for head-on conditions. Often, the effects of oblique waves are neglected, mainly because it is assumed that for oblique wave attack, the reduction in damage compared to perpe
Externí odkaz:
https://doaj.org/article/dcd34414c247466d8dfd4244b494d4c1
Autor:
Weiqiu Chen, Alberto Marconi, Marcel R. A. van Gent, Jord J. Warmink, Suzanne J. M. H. Hulscher
Publikováno v:
Journal of Marine Science and Engineering, Vol 8, Iss 6, p 446 (2020)
The average overtopping discharge is an important parameter for the design and reinforcement of dikes. Rock armour on the waterside slopes and berms of dikes is widely used to reduce the wave overtopping discharge by introducing slope roughness and d
Externí odkaz:
https://doaj.org/article/a57bf4524f6c4653bdf34e9e95eed3e9
Publikováno v:
Water, Vol 12, Iss 6, p 1703 (2020)
Wave overtopping is an important design criterion for coastal structures such as dikes, breakwaters and promenades. Hence, the prediction of the expected wave overtopping discharge is an important research topic. Existing prediction tools consist of
Externí odkaz:
https://doaj.org/article/ed845ffa0b014e378a953be08c78993b
Publikováno v:
Water, Vol 12, Iss 2, p 353 (2020)
Rubble mound breakwaters usually present a crest wall to increase the crest freeboards without a large increase of the consumption of material. Methods in the literature to design crest walls are based on estimates of the wave loads. These methods ar
Externí odkaz:
https://doaj.org/article/e27e178a134b43528806ed491ccad32e
Publikováno v:
Water
Volume 12
Issue 2
Water, Vol 12, Iss 2, p 353 (2020)
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
Volume 12
Issue 2
Water, Vol 12, Iss 2, p 353 (2020)
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
[EN] Rubble mound breakwaters usually present a crest wall to increase the crest freeboards without a large increase of the consumption of material. Methods in the literature to design crest walls are based on estimates of the wave loads. These metho
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 141
The phase-averaged wave model Simulating WAves Nearshore (SWAN) is often used for the design of dikes and harbors. However, various hindcast studies have shown that SWAN underpredicts the wave energy when waves are penetrating into bathymetries with
Autor:
Marcel R. A. van Gent, Sofia Caires
Publikováno v:
Proceedings of Coastal Dynamics 2009.
Autor:
Marcel R. A. van Gent
Publikováno v:
Coastal Structures 2007.
Publikováno v:
Coastal Structures 2007.
Autor:
Marcel R. A. van Gent, Sofia Caires
Publikováno v:
Volume 2: Structures, Safety and Reliability.
This paper compares three main methods for estimating extreme wave loads with a view towards determining the sensitivity of estimates to the particular approach chosen. The approaches considered include: a) The generally used ad-hoc procedure of perf