D
Davide Pasquali
Researcher at University of L'Aquila
Publications - 33
Citations - 276
Davide Pasquali is an academic researcher from University of L'Aquila. The author has contributed to research in topics: Storm surge & Breakwater. The author has an hindex of 9, co-authored 28 publications receiving 190 citations.
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Comparative Analysis of Coastal Flooding Vulnerability and Hazard Assessment at National Scale
TL;DR: In this article, the authors presented the first steps of a research project aimed at assessing coastal hazard and vulnerability to wave-induced flooding at the national scale using data available at both the national and local scale.
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A simplified real time method to forecast semi-enclosed basins storm surge
TL;DR: In this paper, a real-time system for forecasting storm surge in semi-enclosed basins is presented, which is based on a mixed approach in which the results obtained by means of a simplified physics based model with low computational costs are corrected by statistical techniques.
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The use of wave forecasts for maritime activities safety assessment
TL;DR: In this paper, the authors present a general criterion useful to correct wave forecast, i.e. to provide an engineering tool able to assess the safety of the temporal window needed to complete a specified maritime work.
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A simplified hindcast method for the estimation of extreme storm surge events in semi-enclosed basins
TL;DR: In this paper, a simplified method is proposed to hindcast storm surge levels time series in semi-enclosed basins with low computational costs, based on a mixed approach in which the estimation of storm surge obtained by using the theory of linear dynamic system is corrected by using a statistical method.
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Effects of submerged berms on the stability of conventional rubble mound breakwaters
TL;DR: In this paper, the effects of submerged berms on the incident waves transformation have been evaluated by means of a numerical model, validated by using experimental data, and a parametric correction factor of the incident significant wave height at the toe of the structure is provided and included in well established design criteria.