Modeling of Sediment Transport with a Mobile Mixed-Sand Bed in Wave Motion

Author:

Kaczmarek Leszek M.1,Biegowski Jarosław2,Sobczak Łukasz3

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Koszalin Univ. of Technology, Koszalin 75-453, Poland.

2. Assistant Professor, Institute of Hydro-Engineering, Polish Academy of Sciences, Gdańsk 80-328, Poland.

3. General Specialist in Hydro-Engineering, PGE Renewable Power, ul. Cebertowicza 9/29, Gdańsk 80-809, Poland (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference32 articles.

1. Intense sediment transport: Collisional to turbulent suspension

2. Correction: Steady shearing flows of deformable, inelastic spheres

3. Periodic saltation over hydrodynamically rough beds: aeolian to aquatic

4. Numerical modelling of the flow and bed evolution of a single bore-driven swash event on a coarse sand beach

5. Carstens, M. R., F. M. Neilson, and H. D. Altinbilek. 1969. Bed forms generated in the laboratory under an oscillatory flow: Analytical and experiment study (No. 28). Washington, DC: USACE, Coastal Engineering Research Center.

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