[HTML][HTML] Land Subsidence Phenomena vs. Coastal Flood Hazard—The Cases of Messolonghi and Aitolikon (Greece)
Remote Sensing, 2023•mdpi.com
Land subsidence in coastal and delta cities often results in infrastructure and residential
building damages, while also increasing the area's flooding vulnerability. The coastal cities
of Messolonghi and Aitolikon are typical examples, as they are built on top of old stream
deposits near the coast. In the last several years, the gradual subsidence of the sites,
combined with the impact of climate change, resulted in multiple floods. The rush of
seawater over the lowlands has also been reported. Persistent scatterer interferometry (PSI) …
building damages, while also increasing the area's flooding vulnerability. The coastal cities
of Messolonghi and Aitolikon are typical examples, as they are built on top of old stream
deposits near the coast. In the last several years, the gradual subsidence of the sites,
combined with the impact of climate change, resulted in multiple floods. The rush of
seawater over the lowlands has also been reported. Persistent scatterer interferometry (PSI) …
Land subsidence in coastal and delta cities often results in infrastructure and residential building damages, while also increasing the area’s flooding vulnerability. The coastal cities of Messolonghi and Aitolikon are typical examples, as they are built on top of old stream deposits near the coast. In the last several years, the gradual subsidence of the sites, combined with the impact of climate change, resulted in multiple floods. The rush of seawater over the lowlands has also been reported. Persistent scatterer interferometry (PSI) is a remote-sensing technique that can provide a reliable and cost-effective solution, as it can be used to identify and monitor soil displacements. In this study, a novel parallelized PSI (P-PSI) processing chain, developed by the Operational Unit Center for Earth Observation Research and Satellite Remote Sensing (BEYOND) of the National Observatory of Athens, as well as the Copernicus EGMS product were used to identify these displacements. The results were examined in correlation with other potential factors such as the overexploitation of the underground water, the natural compaction of the clay soil layers, the primary and secondary consolidation due to the external construction loading, the oxidation of the organic soils, tidal gauge data, precipitation data, and ground truth data. In Messolonghi, various deformation rates were recorded, with maximum mean values of −5 mm/year in the eastern part, whereas in Aitolikon, the maximum values were around −4.5 mm/year. The displacements were mostly attributed to the primary consolidation due to the building loads. Deformation patterns and their correlation with precipitation could also be witnessed. It was evident that the increased precipitation rates and sea level rise played a leading role in the constant flooding.
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