Preprint Article Version 1 This version is not peer-reviewed

An Early Warning System for Urban Fluvial Floods Based on Rainfall Depth-Duration Thresholds and a Predefined Library of Flood Event Scenarios: The Case Study of Palermo (Italy)

Version 1 : Received: 24 July 2024 / Approved: 24 July 2024 / Online: 25 July 2024 (00:16:09 CEST)

How to cite: Pumo, D.; Avanti, M.; Francipane, A.; Noto, L. V. An Early Warning System for Urban Fluvial Floods Based on Rainfall Depth-Duration Thresholds and a Predefined Library of Flood Event Scenarios: The Case Study of Palermo (Italy). Preprints 2024, 2024071985. https://doi.org/10.20944/preprints202407.1985.v1 Pumo, D.; Avanti, M.; Francipane, A.; Noto, L. V. An Early Warning System for Urban Fluvial Floods Based on Rainfall Depth-Duration Thresholds and a Predefined Library of Flood Event Scenarios: The Case Study of Palermo (Italy). Preprints 2024, 2024071985. https://doi.org/10.20944/preprints202407.1985.v1

Abstract

Several cities are experiencing an increase in flood hazard and exposure, and consequentially in flood risk, attributable to the coupled effect of climate change and urbanization. Non-structural protection strategies demonstrate significant potential in the short term for mitigating hydraulic risk in urban areas, particularly where the implementation of structural measures is impeded by a complex urban environment. This work proposes an Early Warning System (EWS) for fluvial floods developed for the city of Palermo (Italy). It is based on the preliminary definition of po-tential Flood Event Scenarios (FESs) as a function of typical potential precursors. Each FES pre-dicts first points of flooding, flood areas and water depths, also providing specific hazard maps for people, vehicles, and buildings. The EWS uses rainfall depth-duration thresholds to assess the expected hydrograph as a function of rainfall forecasts and the water stage observed in real time at an upstream section of the river crossing the city. This last also allows for estimating the ante-cedent wetness conditions. Based on this information, the EWS retrieves an expected FES from a pre-built library with a preannouncement time up to 36 h. The EWS is here successfully tested on a historical flood event.

Keywords

Urban Floods; Risk Reduction; Flood Hazard Map; EWS; Rainfall Depth-Duration Thresholds; Monitoring and Forecasting; Hydraulic Modelling; HEC; Floodability; Non-structural Flood Protection

Subject

Environmental and Earth Sciences, Water Science and Technology

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