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Modelling river bank erosion using a 2D depth-averaged numerical model of flow and non-cohesive, non-uniform sediment transport

Pablo Tassi 1, 2 Kamal El Kadi Abderrezzak 3 Andres Die Moran 4 Riadh Ata 1 Jean-Michel Hervouet 2 
1 EDF R&D STEP - Simulation et Traitement de l'information pour l'Exploitation des systèmes de Production
2 Saint-Venant - Laboratoire d'Hydraulique Saint-Venant / Saint-Venant laboratory for Hydraulics
3 EDF R&D LNHE - Laboratoire National d’Hydraulique et Environnement
4 Saint-Venant - Laboratoire d'Hydraulique Saint-Venant / Saint-Venant Laboratory for Hydraulics
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Journal articles
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https://hal.archives-ouvertes.fr/hal-01709907
Contributor : Pablo Tassi Connect in order to contact the contributor
Submitted on : Thursday, February 15, 2018 - 2:05:16 PM
Last modification on : Tuesday, April 19, 2022 - 10:15:09 AM

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ENPC | PARISTECH | ENPC-LHSV | CEREMA | EDF

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Pablo Tassi, Kamal El Kadi Abderrezzak, Andres Die Moran, Riadh Ata, Jean-Michel Hervouet. Modelling river bank erosion using a 2D depth-averaged numerical model of flow and non-cohesive, non-uniform sediment transport. Advances in Water Resources, Elsevier, 2016, 93, pp.75 - 88. ⟨10.1016/j.advwatres.2015.11.004⟩. ⟨hal-01709907⟩

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