scholarly journals Coastal flood protection systems – concepts and analysis

2016 ◽  
Vol 7 ◽  
pp. 03011
Author(s):  
Marc Igigabel ◽  
Yves Nédélec ◽  
Nathalie Bérenger ◽  
Nicolas Flouest ◽  
Alexis Bernard ◽  
...  
Water ◽  
2021 ◽  
Vol 14 (1) ◽  
pp. 15
Author(s):  
Marc Igigabel ◽  
Yves Nédélec ◽  
Nathalie Bérenger ◽  
Nicolas Flouest ◽  
Alexis Bernard ◽  
...  

Storm Xynthia, which hit the French Atlantic coast on February 28th, 2010, flooded vast territories despite coastal defences. This disaster highlighted the need to further study the behaviour of the coastal flood protection systems at an adapted geographical scale by considering the kinematics of the events. This objective has been achieved through a combination of conceptual input on the definition of protection systems, significant breakthroughs in the knowledge of the mechanisms governing the flooding, and via the improvement of strategies and methods dedicated to flood analysis and representation. The developed methodology was successfully tested on four sites submerged during Xynthia (Loix, Les Boucholeurs, and Boyardville, located in Charente-Maritime, and Batz-sur-Mer, located in Loire-Atlantique). This work is intended to guide the diagnosis of sites prone to marine flooding from the first investigations until the delivery of study reports. Beyond the usual focus on hydraulic structures, it provides guidelines to better analyse the interactions with the natural environment (sea, soil, dune, wetlands, etc.) and with the built environment (roads and urban networks, ponds used for fish farming, buildings, etc.). This systemic approach, which is applied to a territory considered as a complex adaptive system, is fundamental to understanding the reaction of a territory during a marine submersion event and subsequently developing adaptation or transformation strategies.


Revue Paralia ◽  
2016 ◽  
Vol 9 ◽  
pp. s04.1-s04.6
Author(s):  
Marc IGIGABEL ◽  
Yves NEDELEC ◽  
Nicolas FLOUEST ◽  
Nathalie BERENGER ◽  
Patrick CHASSE ◽  
...  

2021 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Mikio Ishiwatari

Purpose This study aims to demonstrate the effectiveness of investment in flood protection by analyzing the flood disaster caused by Typhoon Hagibis in Japan in October 2019. The typhoon severely damaged the central and eastern Japan regions and threatened the Greater Tokyo area. Design/methodology/approach The paper examines flood risks in the Greater Tokyo area and reviews how the flood protection systems functioned to protect Tokyo from the typhoon. The hydrological data of rainfall and water levels at major rivers and the operation records of flood control facilities are collected and analyzed. Findings The study’s major finding is that the flood protection system succeeded in protecting the Greater Tokyo area from flooding. Typhoon Hagibis maintained its power until landing because of climate change and caused record-breaking rainfall. In a worst-case scenario, thousands of people could have died and hundreds of billions USD worth of assets could have been lost in Tokyo. Practical implications The paper describes the actual effects of the flood protection systems, consisting of dams constructed upstream, reservoirs midstream and diversion channels downstream. Thus, this study’s findings directly relate to practical implications for other countries and cities, which face flood risks under a changing climate. Originality/value The paper highlights the importance of investing in flood protection by examining actual disasters and providing detailed descriptions of flood protection systems.


2018 ◽  
Vol 2018 ◽  
pp. 1-11 ◽  
Author(s):  
Shoukai Chen ◽  
Huimin Li ◽  
Lei Guo ◽  
Lunyan Wang ◽  
Yongchao Cao

Mobile flood protection systems provide a standardized flood protection method with high reliability. A comprehensive test site for mobile flood wall was established with the support of real applications, which provided opportunities to perform various tests. The anchor plate installation, seepage characteristics, and stress behavior of mobile flood protection systems were investigated through a process test, a water impounding test, and a post loading/unloading test. Test results indicated that installing anchor plates either by direct fixing or by preopened slots and eyes satisfy the construction and normal work requirements. However, the former is preferable over the latter. The mobile flood protection wall leaks when filled with water, and the leakage changes exponentially with the level. The leakage accelerates when the water level exceeds 1.5 m, thus registering 300 L/h at the 1.7 m level. In the post loading test (0–100 kN), concrete plastic deformation was first observed. Then, residual displacement was developed in the posts. The stressing process indicated that the failure process in the post, anchor plate, and base concrete system propagates from the concrete on both sides of the anchor plates toward the water side.


2016 ◽  
Vol 175 ◽  
pp. 34-45 ◽  
Author(s):  
Jeroen Stark ◽  
Yves Plancke ◽  
Stefaan Ides ◽  
Patrick Meire ◽  
Stijn Temmerman

2011 ◽  
Vol 1 (32) ◽  
pp. 24 ◽  
Author(s):  
Baerbel Koppe ◽  
Birgitt Brinkmann

Permanent flood protection systems like dykes and protection walls offer a high level of protection against flooding and need only little maintenance during flood events. Therefore, most high-risk areas are protected by permanent constructions. Problems arise in densely populated areas where no space for dykes is available and less space consuming flood protection walls would cut off traffic lines and obstruct view axes. In these cases, mobile flood protection measures may be a solution to fit both requirements: protection in case of flooding and open access to the floodplain over the remaining time. Furthermore, mobile protective systems can be used as emergency tool against flooding in unprotected low-lying areas and for heightening of permanent flood protection structures in extreme events. Planning criteria of mobile flood protection like types of application, early warning and deployment time, required personnel, structural failure mechanisms, financial aspects, and essential information politics are discussed in this paper. As the available constructions differ in material, construction, permanent facilities, available protection height, and safety level, a systematization of mobile flood protection systems as well as opportunities and drawbacks of the described constructions are given.


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