One-Dimensional Modeling of Suspended Sediment Dynamics in Dam Reservoirs

Author:

Guertault Lucie1,Camenen Benoit2,Peteuil Christophe3,Paquier André2,Faure Jean Baptiste2

Affiliation:

1. Former Ph.D. Candidate, Irstea, UR HHLY, Centre de Lyon-Villeurbanne, 5 rue de la Doua, BP 32108, 69616 Villeurbanne Cedex, France; presently, Postdoctoral Fellow, Dept. of Biosystems and Agricultural Engineering, Oklahoma State Univ., 120 Agricultural Hall, Stillwater, OK 74078 (corresponding author).

2. Researcher, Irstea, UR HHLY, Centre de Lyon-Villeurbanne, 5 rue de la Doua, 69626 Villeurbanne Cedex, France.

3. Researcher, CNR, 2 rue André Bonin, 69316 Lyon Cedex 04, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference47 articles.

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

2. Bouchard J. P. and Dumond L. (2000). “Génissiat dam: Exploitation of the results of the coring campaign.” Technical Rep. EDF Chatou France (in French).

3. A review of reservoir desiltation;Brandt A.;Int. J. Sediment Res.,2000

4. Brown C. B. (1944). The control of reservoir silting U.S. Dept. of Agriculture Washington DC.

5. Caillaud R. (2013). “Hydro-sedimentary modelling of suspended sediment dynamics on the Arc and Isere Rivers.” M.S. thesis Ecole Centrale Lyon France.

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