INVESTIGATION ON DEVELOPMENT OF DEPTH-LIMITED WAVE BOUNDARY LAYER OVER A SMOOTH BOTTOM
Author:
Affiliation:
1. 東北大学大学院 工学研究科土木工学専攻
2. 清華大学 土木水利学院
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejoe/77/2/77_I_79/_pdf
Reference20 articles.
1. 1) Lacy, J. R., Rubin, D. M. and Buscombe, D. : Currents, drag, and sediment transport induced by a tsunami, J. Geophysical Research, Vol. 117, No. C9, 2012.
2. 2) Williams, I. A. and Fuhrman, D. R. : Numerical simulation of tsunami-scale wave boundary layers, Coastal Engineering, Vol. 110, pp. 17-31, 2016.
3. 3) Tinh, N. X. and Tanaka, H. : Study on boundary layer development and bottom shear stress beneath a tsunami, Coastal Engineering. J., Vol. 61, pp. 574–589, 2019.
4. 4) Tanaka, H., Sana, A., Kawamura, I. and Yamaji, H. : Depthlimited oscillatory boundary layers on a rough bottom, Coastal Engineering in Japan, Vol. 41, pp. 85-105, 1999.
5. 5) Tanaka, H., Tinh, N. X. and Sana, A. : Transitional behavior of a flow regime in shoaling tsunami boundary layers, Journal of Marine Science and Engineering, Vol. 8, Issue 9, 700, 2020.
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