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. The Delft3D hydrodynamic and wave model is used tohindcast the storm surge and waves that impacted La Rochelle, France, and thesurrounding area (Aytré, Châtelaillon-Plage, Yves, Fouras, and Île de Ré) during storm Xynthia. These models are validated against tide andwave measurements. The models then estimate the footprint of flow depth,speed, unit discharge, flow momentum flux, significant wave height, waveenergy flux, total water depth (flow depth plus wave height), and total(flow plus wave) force at the locations of damaged buildings for whichinsurance claims data are available. Correlation of the hydrodynamic andwave results with the claims data generates building damage functions. Thesedamage functions are shown to be sensitive to the topography data used inthe simulation, as well as the hydrodynamic or wave forcing parameter chosenfor the correlation. The most robust damage functions result from highlyaccurate topographic data and are correlated with water depth or total(flow plus wave) force.

Development of damage curves for buildings near La Rochelle during storm Xynthia based on insurance claims and hydrodynamic simulations