Articles | Volume 385
https://doi.org/10.5194/piahs-385-175-2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/piahs-385-175-2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Flood monitoring system in the Dakar agglomeration (Senegal)
Laurent Pascal Diémé
CORRESPONDING AUTHOR
Laboratoire Leïdi “Dynamique des Territoires et Développement”, Université Gaston Berger (UGB), Saint Louis, Sénégal
Christophe Bouvier
IRD UMR 5151 CNRS-IRD-UM, HSM, Montpellier, France
Ansoumana Bodian
Laboratoire Leïdi “Dynamique des Territoires et Développement”, Université Gaston Berger (UGB), Saint Louis, Sénégal
Alpha Sidibé
DPGI “Direction de la Prévention et de la Gestion des Inondations au Sénégal”, MEA, Dakar, Sénégal
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We propose a decision support tool that detect the occurrence of flooding by drainage overflow, with sufficiently short calculation times. The simulations are based on a drainage topology on 5m grids, incorporating changes to surface flows induced urbanization. The method can be used for flood mapping in project mode and in real time. It applies to the present situation as well as to any scenario involving climate change or urban growth.
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We propose a decision support tool that detect the occurrence of flooding by drainage overflow, with sufficiently short calculation times. The simulations are based on a drainage topology on 5m grids, incorporating changes to surface flows induced urbanization. The method can be used for flood mapping in project mode and in real time. It applies to the present situation as well as to any scenario involving climate change or urban growth.
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Short summary
This study aims at proposing a modelling of flows and overflows of structures at fine resolution (5 m) for rainfall intensities of different return periods. The overflow points of the network are identified by the difference between the maximum flow and the capacity of the network to evacuate floods. The results of the simulations show that the drainage network appears to be overflowing for rare frequency rainfall events (100 years). The method seems adaptable to different contexts.
This study aims at proposing a modelling of flows and overflows of structures at fine resolution...