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Figure 10. (a) storms as a function of the maximum I (in x-axis) and the average of θm (y-axis). (b) storms as a function of water level η at maximum of I (x-axis) and wave power P at maximum of I (y-axis)
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Journal Article
•
DOI
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Coastal flooding event definition based on damages: Case study of Biarritz Grande Plage on the French Basque coast
[...]
Florian Arnoux
1
,
Stéphane Abadie
1
,
Xavier Bertin
2
,
Ivan Kojadinovic
1
•
Institutions (2)
University of Pau and Pays de l'Adour
1
,
University of La Rochelle
2
01 Jun 2021
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Coastal Engineering