1D morphodynamic modelling using a simplified grain size description

Author:

Camenen Benoît1,Béraud Claire2,Le Coz Jérôme3,Paquier André3

Affiliation:

1. (IAHR Member), Researcher, Irstea, HHLY, Hydrology-Hydraulics Research Unit, 5 rue de la Doua, CS 70077, 69626 Villeurbanne cedex, France

2. Researcher, Cefas, Lowestoft Laboratory, Pakefield Road, Lowestoft, NR33 0HT, United Kingdom

3. (IAHR Member), Researcher, Irstea, HHLY, Hydrology-Hydraulics Research Unit, 5 rue de la Doua, CS 70077, 69626 Villeurbanne cedex, France

Funder

Irstea

CMIRA ExploraPro

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Reference60 articles.

1. A DEPTH-INTEGRATED MODEL FOR SUSPENDED SEDIMENT TRANSPORT

2. A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions

3. Ashida, K. & Michiue, M. (1971). An investigation of river bed degradation downstream of a dam. In Proceedings of the 14th IAHR Congress, Paris, France.

4. Balayn, P. (2001). Contribution ‘a la modélisation numérique de l’évolution morphologique des cours d'eau aménagés lors de crues [A contribution to numerical modelling of bed evolution of channelized stream during floods] (Unpublished doctoral dissertation). Claude Bernard University, Lyon, France, Lyon 1.

5. Nonequilibrium Bedload Transport by Steady Flows

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