3D NUMERICAL MODEL OF SEDIMENT TRANSPORT CONSIDERING TRANSITION FROM BED-LOAD MOTION TO SUSPENSION —APPLICATION TO A SCOUR UPSTREAM OF A CROSS-RIVER STRUCTURE

3D NUMERICAL MODEL OF SEDIMENT TRANSPORT CONSIDERING TRANSITION FROM BED-LOAD MOTION TO SUSPENSION —APPLICATION TO A SCOUR UPSTREAM OF A CROSS-RIVER STRUCTURE—

Published:2016 Issue:1 Volume:4 Page:173-180
ISSN:2187-5103
Container-title:Journal of JSCE
language:en
Short-container-title:Journal of JSCE

Author:

OTA Kazuyuki¹,SATO Takahiro¹,NAKAGAWA Hajime²

Affiliation:

1. Central Research Institute of Electric Power Industry

2. Disaster Prevention Research Institute, Kyoto University

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.jstage.jst.go.jp/article/journalofjsce/4/1/4_173/_pdf

Reference15 articles.

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2. 2) Roulund, A., Sumer, B. M., Fredsøe, J. and Michelsen, J. : Numerical and experimental investigation of flow and scour around a circular pile, J. Fluid Mech., Vol. 534, pp. 351-401, 2005.

3. 3) Liu, X. and García, M. H. : Three-dimensional numerical model with free water surface and mesh deformation for local sediment scour, J. Waterway, Port, Coastal, and Ocean Eng., Vol. 134, No. 4, pp. 203-217, 2008.

4. 4) Dixen, M., Sumer, B. M. and Fredsøe, J. : Numerical and experimental investigation of flow and scour around a half-buried sphere, Coastal Engineering, Vol. 73, pp. 84-105, 2013.

5. 5) Hajivalie, F., Yeganeh-Bakhtiary, A., Houshanghi, H. and Gotoh, H. : Euler-Lagrange model for scour in front of vertical breakwater, Applied Ocean Research, Vol. 34, pp. 96-106, 2012.

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