| [ meld een fout in dit record ] | mandje (0): toevoegen | toon |
![]() |
| Oblique wave attack on storm walls: report 2. Force reduction Dan, S.; Altomare, C.; Spiesschaert, T.; Willems, M.; Verwaest, T.; Mostaert, F. (2016). Oblique wave attack on storm walls: report 2. Force reduction. Version 3.0. FHR reports, 00_050_2. Flanders Hydraulics Research: Antwerp. VII, 17 + 13 p. app. pp.
Deel van: FHR reports. Flanders Hydraulics Research: Antwerp, meer
|
| Beschikbaar in | Auteurs |
| |
| Documenttype: Projectrapport | |
| Trefwoorden |
Coastal protection > Coastal safety against extreme storms > Hydrometeo climate of extreme storms Coastal protection > Coastal safety against extreme storms > Sea dikes Literature and desktop study Physical modelling |
| Author keywords |
|
Contactgegevens
Opdrachtgever: Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Maritieme Dienstverlening en Kust; Afdeling Kust; Kust, meer
| Auteurs | Top | |
| Abstract |
This study aims to compare the results from the experimental tests with formulas from literature (when available). Although the experimental setup is not representative for a specific prototype layout, it was defined in such a way that it covers possible geometrical and hydraulic conditions typical for the Flemish harbors. The present report represents the second part of the whole study conducted on very oblique wave attack on quay walls and sea dykes, for which a report on wave overtopping results has been published before. The results indicate that for large wave obliqueness, the reduction on the wave forces is approximately 50% with respect to perpendicular wave attack. |
| Top | Auteurs |
