Skip to Main content Skip to Navigation
Journal articles

A two-phase numerical model for suspended-sediment transport in estuaries

Abstract : This paper presents a full 2-D X/Z numerical model for sediment transport in open channels and estuaries using a two-phase (fluid–solid particle) approach. The physical concept and the mathematical background of the model are given and test-cases have been carried out to validate the proposed model. In order to illustrate its feasibility for a real estuary, the model has been applied to simulate the suspended-sediment transport and the formation of turbidity maximum in the Seine estuary. The numerical results show that the main characteristics of estuarine hydro-sediment dynamics in the Seine estuary are in fact reproduced by the proposed model. A qualitative agreement between the numerical results and the actual observations has been obtained and is presented in this paper.
Complete list of metadatas

https://hal.archives-ouvertes.fr/hal-00433899
Contributor : Valérie Casado-Malaizé <>
Submitted on : Friday, November 20, 2009 - 2:37:20 PM
Last modification on : Monday, April 27, 2020 - 4:26:29 PM

Identifiers

Citation

K.D. Nguyen, S. Guillou, J. Chauchat, N. Barbry. A two-phase numerical model for suspended-sediment transport in estuaries. Advances in Water Resources, Elsevier, 2009, 32 (8), pp.1187-1196. ⟨10.1016/j.advwatres.2009.04.001⟩. ⟨hal-00433899⟩

Share

Metrics

Record views

507