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'Design storms': a tool to build them from point rainfall time-series, and arguments to ban them

Autor: Poulard, Christine, Leblois, Etienne, Gonzalez Sosa, E., Benmamar, S., Chibane, T., Royer, Q., Hasbaia, M.

Publikováno v: Novatech 2019, 10th International Conference on Urban Water
Novatech 2019, 10th International Conference on Urban Water, Jul 2019, Lyon, France. pp.4

International audience; Le code ARFAN (Areal RainFall Analyses) est développé pour l'analyse de chroniques de pluie ponctuelles à pas de temps fixe. Il estime des chroniques de bassin avec la méthode des polygones de Thiessen, recalculés à chaq

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od_______212::b4d60ae48253dbaa185ba4d87fbe49e9
https://hal.inrae.fr/hal-02609622/file/pub00061914.pdf

Prediction of dams silting in semi-arid region using erosion map under GIS environment, case of Ksob watershed in Hodna region (Algeria)

Autor: Hasbaia, M., Zeroual, S., Dougha, M., Paquier, André, Poulard, Christine

Publikováno v: Recent advances in environmental science for the euro-mediterranean and surounding regions, A. Kallel et al. (ed.)
Recent advances in environmental science for the euro-mediterranean and surounding regions, A. Kallel et al. (ed.), Springer International publishing, pp.781-783, 2017

International audience; A method based on GIS data is used to estimate the soil loss on the Ksob watershed.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______2592::272ce4103db7234d68977f89f9663cf8
https://hal.inrae.fr/hal-02606854

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Simulation de l'écoulement dans un oued en utilisant le modèle 1D Rubarbe: cas de l'Oued Ksob

Autor: Hasbaia, M., Adoui, H., Paquier, A.

Publikováno v: 7th Groundwater Simposium of the IAHR
7th Groundwater Simposium of the IAHR, Sep 2014, Perugia, Italy. pp.7
Online Journal of Space Communication
Online Journal of Space Communication, Ohio University, 2015, 25, pp.120-126. ⟨10.1016/j.proenv.2015.04.017⟩

This study aims to show the ability of 1D model to simulate the wadi flow during the flood. The wadi is a semiarid stream characterized by the non uniform geometry and an intermittent flow. These complexities can be modelled by a robust 1D model such

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2ba0e369899cc70fd4e22ef4888d30fd
https://hal.inrae.fr/hal-02600822