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- Title
High-resolution marine flood modelling with coupled overflow and overtopping processes: framing the hazard based on historical and statistical approaches.
- Authors
Lerma, Alexandre Nicolae; Bulteau, Thomas; Elineau, Sylvain; Paris, François; Durand, Paul; Anselme, Brice; Pedreros, Rodrigo
- Abstract
A modelling chain was implemented in order to propose a realistic appraisal of the risk in coastal areas affected as well by overflowing as overtopping processes. Simulations are performed through a nested downscaling strategy from regional to local scale at high spatial resolution with explicit buildings, urban structures such as sea front walls and hydraulic structures liable to affect the propagation of water in urban areas. Validation of the model performance is based on hard and soft available data analysis and conversion of qualitative to quantitative information to reconstruct the area affected by flooding and the succession of events during two recent storms. Two joint probability statistical approaches (joint exceedance probability and environmental contour) are used to define 100 years off-shore conditions scenarios and to investigate the flood response to each scenario in term of: (1) maximum spatial extent of flooded areas, (2) volumes of water propagation inland and (3) water level in flooded areas. Scenarios of sea level rise are also considerate in order to evaluate the potential hazard evolution. Our simulations show that for a maximising 100-year hazard scenario, for the municipality as a whole, 38% of the zones are prone to overflow flooding and 62% to flooding by propagation of overtopping water volume along the seafront. Results also reveal that for the two kind of statistic scenarios a difference of about 5% in the forcing conditions (water level, wave height and period) can produce significant differences responses in terms of flooding like +13.5% of water volumes propagating inland or +11.3% of affected surfaces. In some areas, flood response appears to be very sensible to the scenario chosen with differences of 0.3 to 0.5 m in water level. The approach developed enable to bracket the 100-year hazard and to characterise spatially the robustness or the uncertainty over the results. Considering a 100-year scenario with mean sea level rise (0.6 m), hazard characteristics are dramatically changed with an evolution of the overtopping/overflowing process ratio and an increase of 384% in volumes of water propagating inland and 247% in flooded surfaces.
- Subjects
FLOOD risk; COASTS; FLOODS; HYDRAULIC structures; HYDRAULIC engineering
- Publication
Natural Hazards & Earth System Sciences Discussions, 2017, p1
- ISSN
2195-9269
- Publication type
Article
- DOI
10.5194/nhess-2017-147