WAVE REFLECTION AND WAVE RUN-UP AT RUBBLE MOUND BREAKWATERS

2007 ◽  
Author(s):  
Markus Muttray ◽  
Hocine Oumeraci ◽  
Erik ten Oever
Keyword(s):  
Wave Reflection ◽  
Rubble Mound ◽  
Run Up ◽  
Rubble Mound Breakwaters

scholarly journals WAVE RUN-UP AND REFLECTION AT RUBBLE MOUND BREAKWATERS WITH ECOPODE ARMOR LAYER

2011 ◽  
Vol 1 (32) ◽  
pp. 45 ◽  
Author(s):  
Mario Calabrese ◽  
Mariano Buccino ◽  
Francesco Ciardulli ◽  
Pasquale Di Pace ◽  
Roberto Tomasicchio ◽  
...  
Keyword(s):  
Wave Reflection ◽  
Wave Transmission ◽  
Wave Overtopping ◽  
Experimental Campaign ◽  
Coastal Defense ◽  
Rubble Mound ◽  
Run Up ◽  
Rubble Mound Breakwaters ◽  
Hydraulic Stability ◽  
Hydraulic Response

In 2008 the authors verified the hydraulic stability of a coastal defense project to be built along the NW coast of Sicily (Italy, Tomasicchio et al., 2009). The intervention consisted of shore parallel barriers armored with a relatively new eco-friendly system: ECOPODETM. In that context the idea arose of conducting an exhaustive experimental campaign on the “ hydraulic response “ of these units, including wave run-up , wave overtopping, wave transmission and wave reflection observations. The latter has been performed in 2010 at the LInC Laboratory of University of Naples “Federico II”. In this paper results on wave run-up and reflection are presented and discussed.

A new non-dimensional number for the analysis of wave reflection from rubble mound breakwaters

1996 ◽  
Vol 28 (1-4) ◽  
pp. 93-120 ◽  
Author(s):  
M.A. Davidson ◽  
P.A.D. Bird ◽  
G.N. Bullock ◽  
D.A. Huntley
Keyword(s):  
Wave Reflection ◽  
Rubble Mound ◽  
Rubble Mound Breakwaters

Wave Run-Up Monitoring on Rubble-Mound Breakwaters Using a Photogrammetric Methodology

2016 ◽  
Vol 30 (4) ◽  
pp. 04015075 ◽  
Author(s):  
Higinio González-Jorge ◽  
Lucía Díaz-Vilariño ◽  
Joaquín Martínez-Sánchez ◽  
Belén Riveiro ◽  
Pedro Arias
Keyword(s):  
Rubble Mound ◽  
Run Up ◽  
Rubble Mound Breakwaters

Wave RUN-UP Measurements under very oblique wave incidence

2021 ◽  
Vol 42 (1) ◽  
pp. 81-90
Author(s):  
Rute Lemos ◽  
Vera Pina ◽  
João Alfredo Santos ◽  
Conceição Fortes ◽  
Maria Teresa Reis ◽  
...  
Keyword(s):  
Physical Modelling ◽  
Stability Studies ◽  
Extreme Wave ◽  
Wave Basin ◽  
Rubble Mound ◽  
Run Up ◽  
Access Project ◽  
Multidirectional Wave ◽  
Rubble Mound Breakwaters ◽  
Wave Incidence

Under the scope of the HYDRALAB+ transnational access project, the so-called RODBreak experiment was conducted in the multidirectional wave basin at the Marienwerden facilities of the Leibniz University Hannover (LUH). A stretch of a rubble-mound breakwater was built in the wave basin with a very gentle slope. Its armour layer was made of Antifer cubes, at the roundhead and adjoining trunk, and of rock, at the rest of the trunk. A set of tests was carried out to extend the range of wave steepness values analysed in wave run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions, with incident wave angles from 40º to 90º. The present study focuses on the analysis of measured wave run-up values obtained in the tests and on their on their variability as well as the influence of the wave obliquity and directional spreading. Keywords: rubble-mound breakwaters; run-up; oblique waves; physical modelling; RODbreak.

scholarly journals Run-up and Overtopping of Waves on Slopes of Rubble-Mound Breakwaters

2005 ◽  
Vol 38 (11) ◽  
pp. 947-954 ◽  
Author(s):  
Seung-Hyeob Lee ◽  
Jong-Hyub Woo ◽  
Yong-Sik Cho
Keyword(s):  
Rubble Mound ◽  
Run Up ◽  
Rubble Mound Breakwaters
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