Semi-empirical model for channel bed evolution due to lateral discharge withdrawal

Author:

Rosier Burkhard1,Boillat Jean-Louis2,Schleiss Anton J.3

Affiliation:

1. a Laboratory of Hydraulic Constructions (LCH) , Ecole Polytechnique Fédérale de Lausanne (EPFL) , Station 18, 1015, Lausanne, Switzerland

2. b Laboratory of Hydraulic Constructions (LCH) , Ecole Polytechnique Fédérale de Lausanne (EPFL) , Station 18, 1015, Lausanne, Switzerland E-mail:

3. c Laboratory of Hydraulic Constructions (LCH) , Ecole Polytechnique Fédérale de Lausanne (EPFL) , Station 18, 1015, Lausanne, Switzerland E-mail:

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Reference16 articles.

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2. Lateral Outflow Over Side Weirs

3. Distribution Channels

4. DETERMINATION OF SAND ROUGHNESS FOR FIXED BEDS

5. Keijzer, M., Babovic, V. (1999). Dimensionally aware genetic programming. Proc. Conf.Genetic and Evolutionary Computation, GECCO 2, W. Banzhaf, J. Daida, A.E. Eiben, M.H. Garzon, V. Honavar, M. Jakiela, R.E. Smith eds. Morgan Kaufmann Publishers, San Francisco CA, 1069–1076.

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