scholarly journals Vulnerability of Catalan (NW Mediterranean) ports to wave overtopping due to different scenarios of sea level rise

2015 ◽  
Vol 16 (5) ◽  
pp. 1457-1468 ◽  
Author(s):  
Joan Pau Sierra ◽  
Ignacio Casanovas ◽  
César Mösso ◽  
Marc Mestres ◽  
Agustín Sánchez-Arcilla
2019 ◽  
Vol 145 (5) ◽  
pp. 04019019
Author(s):  
Karthika Pillai ◽  
Charles Lemckert ◽  
Amir Etemad-Shahidi ◽  
Lorenzo Cappietti ◽  
Sigurdur Sigurdarson

2008 ◽  
Vol 55 ◽  
pp. 821-825
Author(s):  
Keisuke MURAKAMI ◽  
Jyunya NITTA ◽  
Daisuke MAKI ◽  
Yuji KAMIKUBO ◽  
Yasuto KATAOKA

Water ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 3252
Author(s):  
Uxía López-Dóriga ◽  
José A. Jiménez

Low-lying coastal areas are high-risk areas regarding sea-level rise (SLR) due to the combination of low elevation, subsidence and currently low sediment supply, on the one hand, and their high natural and socio-economic values, on the other. Because of this, there is a growing need to assess the integrated impact of SLR taking into account the interactions between physical and ecological factors to make more informed decisions for the design of adaptation strategies. This study presents a methodology for improved SLR-induced flood-damage assessments in natural areas which is composed of (i) a pseudo-dynamic method coupling equilibrium-based coastal response and classical bathtub modeling approaches and (ii) a simple method to account for habitat conversion following inundation. This methodology is applied to low-lying coastal areas of Catalonia under different SLR scenarios, which show very different sensitivities depending on the configuration of the water-land border, topography, geomorphology, and degree of human impact on the floodplain. In terms of potential impact, natural habitats will be the most benefited from the likely conversion at the expense of agriculture lands. This can help coastal managers to adopt adaptation strategies where considering the inherent capacity of some coastal landscapes to adapt opens up new alternatives.


2020 ◽  
Vol 8 (10) ◽  
pp. 798
Author(s):  
Déborah Idier ◽  
Rodrigo Pedreros ◽  
Jérémy Rohmer ◽  
Gonéri Le Cozannet

Coastal floods are driven by many hydro-meteorological forcing factors, among which are mean sea levels, tides, atmospheric storm surges, and waves. Depending on these conditions, wave overtopping may occur and, in some cases, lead to a significant flood. In the present study, we investigate the effect of the stochastic character of waves on the flood itself using a phase-resolving wave model (SWASH). We focus on the macro-tidal site of Gâvres (France), consider two past flood events (both resulting from wave overtopping), and investigate how the effect of randomness of waves on the flood is changing with the forcing conditions and the time span (minutes to hours). We clearly show that the effect of waves’ stochasticity on the flood itself is far from being negligible and, especially on a short time scale (~15 min), generates an uncertainty comparable to that induced by the sea-level rise scenarios, as long as the still water level remains smaller than the critical level above which overflow occurs. This implies that lower confidence should be assigned to flood projection on sites where wave overtopping is the main process leading to flood.


2020 ◽  
Vol 10 (7) ◽  
pp. 2227 ◽  
Author(s):  
Pasquale Contestabile ◽  
Gaetano Crispino ◽  
Sara Russo ◽  
Corrado Gisonni ◽  
Furio Cascetta ◽  
...  

The overtopping phenomenon at the rear side of breakwaters has particular importance in harbor protection. Undoubtedly, this topic needs to be taken even more seriously, considering the sea level rise. The present study focuses on the effectiveness in the reduction of the wave overtopping of a triangular parapet placed on the top of an innovative concrete superstructure. The last is part of the OBREC device (Overtopping BReakwater for wave Energy Conversion), an overtopping structure which is integrated into a traditional rubble-mound breakwater, to convert wave energy into electricity. Parametric laboratory tests, including the influence of water depth, have led to the evaluation of the accuracy of the main literature formulations and to the introduction of a new overtopping formula to take into account the influence of the parapet geometry. The results highlight the capability of the parapet in significantly increasing the hydraulic protection compared to a breakwater with a traditional crown wall. The findings from this work are expected to support in promoting and developing adaptive management strategies for existing coastal defenses and smart approaches in the construction and maintenance of new ones, with special reference to future sea-level-rise scenarios.


Water ◽  
2019 ◽  
Vol 11 (7) ◽  
pp. 1440 ◽  
Author(s):  
Joan Pau Sierra

In this paper, the impact of sea level rise (SLR) throughout the 21st century in the overtopping of port breakwaters is analyzed at a regional scale, focusing on the Catalan coast (NW Mediterranean). The study is made considering three scenarios of SLR and two levels of storminess, computing the overtopping discharges in 47 ports to assess those exceeding a tolerable threshold and to roughly estimate the monetary value of the consequences of such discharges. Possible adaptation measures are examined, selecting the most cost-effective and assessing the cost of its implementation for the different scenarios and two damage levels. Results show that, as it could be expected, the number of ports affected by overtopping will increase with SLR, as well as the economic impact. Another remarkable finding of this paper is the significant savings in adaptation measures achieved allowing a minimum level of damage in contrast to the zero-damage option.


2012 ◽  
Vol 1 (33) ◽  
pp. 18
Author(s):  
Dang-Trinh Nguyen ◽  
Jérôme Brossard

This paper describes the wave overtopping measurements of small scale maritime breakwater in sea level rise scenarios which are supposed in French program GICC (Gestion et Impacts du Changement Climatique - Management and Impacts of Climate Change). Many reinforced solutions have been carried out with the purpose to conserve the overtopping rate; among them, the influence of raising freeboard crest is analyzed. The test results are compared with results from literature and with the empirical models presented by Owen (1980), Van der Meer (1998) and Besley (1999). Since then, a guideline is proposed for a better prediction of wave overtopping with various types of high crown-wall.


2007 ◽  
Vol 245 (1-4) ◽  
pp. 65-88 ◽  
Author(s):  
S. Berné ◽  
G. Jouet ◽  
M.A. Bassetti ◽  
B. Dennielou ◽  
M. Taviani

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