3D NUMERICAL MODEL OF SEDIMENT TRANSPORT CONSIDERING TRANSITION FROM BED-LOAD MOTION TO SUSPENSION - APPLICATION TO A SCOUR UPSTREAM OF A CROSS-RIVER STRUCTURE --Reference-Cited by-同舟云学术

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:2015 Issue:4 Volume:71 Page:I_883-I_888
ISSN:2185-467X
Container-title:Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
language:en
Short-container-title:JJSCE B1

Author:

OTA Kazuyuki¹²,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

Link

https://www.jstage.jst.go.jp/article/jscejhe/71/4/71_148/_pdf

Reference10 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) 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.

4. 4) Nagata, N., Hosoda, T., Nakato, T., and Muramoto, Y.: Three-dimensional numerical model for flow and bed deformation around river hydraulic structures, J. Hydraul. Eng., Vol.131(12), pp.1074-1087, 2005.

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

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