PROPAGATION CHARACTERISTICS OF BREAKING BORES THROUGH A PERMEABLE RESISTANCE AND ITS NUMERICAL EVALUATION METHOD

Author:

KOBAYASHI Daisuke1,UCHIDA Tatsuhiko2

Affiliation:

1. 一般財団法人電力中央研究所

2. 広島大学大学院

Publisher

Japan Society of Civil Engineers

Reference17 articles.

1. 1) Leng, X., Simon, B., Khezri, N., Lubin, P., and Chanson, H.:CFD modeling of tidal bores: Development and validation challenges, Coastal Engineering Journal, Vol. 60(4), pp. 423-436, 2018.

2. 2) 盧敏, 田中仁, Mohammad Bagus ADITYAWAN, 真野明, 有働恵子:河川遡上津波の波速・流速の評価に関する研究. 土木学会論文集 B1(水工学),68巻, 4号 p. I_253-I_258, 2012. [Roh, M., Tanaka, H., Adityawan, M. B., Mano, A., and Udo, K.: Study on tsunami celerity and velocity ascending rivers, Journal of JSCE, Ser. B1 (Hydraulic Engineering), Vol. 68, Issue 4, p. I_253-I_258, 2012.]

3. 3) Kobayashi, D. and Uchida, T. : Experimental and numerical investigation of breaking bores in straight and meandering channels with different Froude numbers, Coastal Engineering Journal. Vol. 64, pp. 442–457, 2022.

4. 4) 首藤伸夫:防潮林の津波に対する効果と限界,海岸工学講演会論文集,32巻,pp. 465-469,1962. [Shuto, N.: Effect of salty wind protection forests on protection against tsunami and its limit., Proceedings of the Japanese Conference on Coastal Engineering, Vol. 32, pp. 465-469,1962]

5. 5) 原田賢治,今村文彦:防潮林による津波減衰効果の評価と被災のための利用の可能性,海岸工学論文集,Vol. 50, pp. 341-345, 2003. [Harada, K. and Imamura, H.: Evaluation of tsunamis reduction by control forest and possibility of its use for mitigation, Proceedings of Coastal Engineering, JSCE, Vol. 50, pp. 341-345, 2003.]

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