Assessing flood indirect impacts on road transport networks applying mesoscopic traffic modelling: the case study of Santarém, Portugal

The key aspect for the quantification of indirect impacts of flooding is the assessment of the disruption of the transportation service considering social and economic consequences. To investigate how flooding can affect road transportation, it is essential to analyze interaction during the flood ev...

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Veröffentlicht in:Applied sciences 2022-03, Vol.12 (6), p.1-19
Hauptverfasser: Shahdani, Fereshteh Jafari, Santamaria-Ariza, Mónica, Sousa, Hélder S., Coelho, Mário Rui Freitas, Matos, José C.
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Sprache:eng
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Zusammenfassung:The key aspect for the quantification of indirect impacts of flooding is the assessment of the disruption of the transportation service considering social and economic consequences. To investigate how flooding can affect road transportation, it is essential to analyze interaction during the flood event itself, as well as on the following days. In this work, two static and dynamic traffic models are applied to a study zone for quantification of the performance and functionality of the network during the flood and after the failure of infrastructure components. A mesoscopic simulation was applied to identify the traffic disruption in the face of flood events. This simulation is capable of considering the road network model, assigning trip paths with the impact of road closures and speed reductions, and evaluating travel time and vehicle volume redistribution in a given disruption scenario. By comparing the traffic analysis results (travel time, travelled distance and street speed changes) in normal and flooded situations, the impact of flooding on a transportation network could be examined. Moreover, modelling outputs from a case study in the Santarém region (Portugal) indicated that in analyzing the flood impacts on a traffic network, even non-flooded infrastructures must be taken into account because of their service disruption. This work was partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020. The first author would like to thank FCT-Portuguese Scientific Foundation for the research grant 2020.06035.BD. The second author would like to thank FCT-Portuguese Scientific Foundation for the research grant SFRH/BD/144749/2019. This project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No 769255.
ISSN:2076-3417
2076-3417
DOI:10.3390/app12063076