Articles | Volume 385
https://doi.org/10.5194/piahs-385-175-2024
https://doi.org/10.5194/piahs-385-175-2024
Post-conference publication
 | 
18 Apr 2024
Post-conference publication |  | 18 Apr 2024

Flood monitoring system in the Dakar agglomeration (Senegal)

Laurent Pascal Diémé, Christophe Bouvier, Ansoumana Bodian, and Alpha Sidibé

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Detection of flooding by overflows of the drainage network: Application to the urban area of Dakar (Senegal)
Laurent Pascal Malang Diémé, Christophe Bouvier, Ansoumana Bodian, and Alpha Sidibé
EGUsphere, https://doi.org/10.5194/egusphere-2023-2458,https://doi.org/10.5194/egusphere-2023-2458, 2024
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Cited articles

ANSD: Recensement Général de la Population et de l'Habitat, de l'Agriculture et de l'Élevage (RGPHAE), final report, 418 pp., 2013. 
Bassel, M.: Eaux et environnement à Dakar – Pluies, ruissellement, pollution et évacuation des eaux, Contribution à l'étude des problèmes d'environnement liés aux eaux dans la région de Dakar, PhD Thesis, Department of Geography, University Cheikh Anta Diop of Dakar, 1996. 
Bruckmann, L., Amanejieu, A., Moffo, M. O. Z., and Ozer, P.: Analyse géohistorique de l'évolution spatio-temporelle du risque d'inondation et de sa gestion dans la zone urbaine de Douala (Cameroun), Physio-Géo, 13, 91–113, https://doi.org/10.4000/physio-geo.8038, 2019. 
Chagnaud, G., Panthou, G., Vischel, T., and Lebel, T. A.: synthetic view of rainfall intensification in the West African Sahel, Environ. Res. Lett., 17, 044005, https://doi.org/10.1088/1748-9326/ac4a9c, 2022. 
Desbordes M. and Raous P.: Fondement de l'élaboration d'une pluie de projet urbaine: méthode d'analyse et application à la série de Montpellier – Bel-Air, La Météorologie, 6, 317–336, 1980. 
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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.