Improved guidance on roughness and crest width in overtopping of rubble mound structures along EurOtop

Autor: Mads Røge Eldrup, Thomas Lykke Andersen, Koen Van Doorslaer, Jentsje van der Meer

Publikováno v: Eldrup, M R, Andersen, T L, Doorslaer, K V & Meer, J V D 2022, ' Improved guidance on roughness and crest width in overtopping of rubble mound structures along EurOtop ', Coastal Engineering, vol. 176, 104152 . https://doi.org/10.1016/j.coastaleng.2022.104152

In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coastal structures are modified and improved with respect to the influence of the roughness and crest width. Data from recently made model tests and existin

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5086a1648fb42e99ad63b5fedc33e812
https://vbn.aau.dk/ws/files/484458517/1_s2.0_S0378383922000679_main.pdf

Impacts on a storm wall caused by non-breaking waves overtopping a smooth dike slope

Autor: Koen Van Doorslaer, Alessandro Romano, Julien De Rouck, Andreas Kortenhaus

Will coastal towns survive the rising pressure, or better, the rising sea level in future decades? Waves overtop dikes, and the overtopping flow on the crest of the dike can cause damage. Wave impacts from these overtopping flows already became of in

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f096d16230873ee186b50e3007559df4
http://hdl.handle.net/11573/973599

HYDRODYNAMIC LOADING OF WAVE RETURN WALLS ON TOP OF SEASIDE PROMENADES

Autor: Peter Troch, Johan Reyns, Koen Trouw, Toon Verwaest, Koen Van Doorslaer, Wael Hassan

Publikováno v: %2C+%3Cb%3E%3Ci%3Ein%3C%2Fi%3E%3C%2Fb%3E%3A+Takahashi%2C+S.+%3Ci%3Eet+al.%3C%2Fi%3E+%28Ed.%29+%282011%29.+%3Ci%3ECoastal+structures+2011%3A+proceedings+of+the+6th+international+conference+Yokohama%2C+Japan%2C+6-8+september+2011.%3C%2Fi%3E+pp.+568-576

To reduce coastal flooding risks in several coastal towns in Belgium wave return walls on top of the existing seaside promenades are designed. The structural strength and foundation of the wave return walls have to be designed taking into account the

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0c7ec2fa413335675053395f465e9faa
https://doi.org/10.1142/9789814412216_0049

GEOTECHNICAL DESIGN OF BREAKWATERS IN OSTEND ON VERY SOFT SOIL

Autor: Koen Van Doorslaer, Julien De Rouck, Jan Goemaere, Hadewych Verhaeghe

Publikováno v: Coastal Engineering Proceedings. 1:67

Two new breakwaters are being constructed to protect the renewed harbour entrance in Ostend, Belgium. In this paper, both the hydraulic design and geotechnical design are discussed. For the hydraulic design, model tests have been carried out in a 2-D

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::53a92b22fb2800e22b82cec10f7fa2ac
https://doi.org/10.9753/icce.v32.structures.67

Loading of vertical walls by overtopping bores using pressure and force sensors - A large scale model study

Autor: Rebecca Roldan Genzalez, Koen Trouw, Matthias Kudella, Tom Versluys, Koen Van Doorslaer, Julien De Rouck, Hocine Oumeraci, Karunya Ramachandran, Stefan Schimmels

Publikováno v: Scopus-Elsevier
Proceedings of the Coastal Engineering Conference (2012)

This study is based on the data obtained from tests carried out in the Large Wave Flume (Grosser Wellenkanal (GWK)) in Hannover in the frame of a joint research project of Ghent University (Belgium) and Forschungszentrum Küste (FZK, Germany). The go

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7449ef87d7e9c62e63a7f0f5da78fb59
http://www.scopus.com/inward/record.url?eid=2-s2.0-84884935386&partnerID=MN8TOARS