Top > JDR > Applicability of the Numerical Simulation of the Impulsive Wav ...

single-dr.php

JDR Vol.16 No.8 pp. 1286-1297
(2021)
doi: 10.20965/jdr.2021.p1286

Paper:

Views over last 60 days: 445

Applicability of the Numerical Simulation of the Impulsive Wave Pressure of Solitary Waves

Taro Arikawa*1,†, Kenya Takahashi*2, Kojiro Suzuki*3, Naoto Kihara*4, Daishi Okamoto*1, and Jun Mitsui*5

*1Chuo University
1-13-27 Kasuga, Bunkyo-ku, Tokyo 112-8551, Japan

†Corresponding author

*2Penta-Ocean Construction Co., Ltd., Tokyo, Japan

*3Port and Airport Research Institute, Kanagawa, Japan

*4Central Research Institute of Electric Power Industry, Chiba, Japan

*5Fudo Tetra Corporation, Ibaraki, Japan

Received:
July 11, 2021
Accepted:
September 17, 2021
Published:
December 1, 2021
Creative Commons License
Keywords:
tsunami, impulsive force, 3D numerical simulations, solitary wave, blind test
Abstract

To evaluate the destruction of structures by tsunami forces, it is desirable to correctly evaluate not only the sustained forces due to the water level but also the impact forces generated at the tsunami front. To this end, it is necessary to conduct numerical simulations based on the three-dimensional Navier–Stokes equations, but the validity of the calculation results is not guaranteed. Therefore, this study compares the results obtained blind before confirming the experimental results and the results obtained by adjusting the parameters after confirming the experimental results. Recommendations are made to resolve issues that arise.

Cite this article as:
T. Arikawa, K. Takahashi, K. Suzuki, N. Kihara, D. Okamoto, and J. Mitsui, “Applicability of the Numerical Simulation of the Impulsive Wave Pressure of Solitary Waves,” J. Disaster Res., Vol.16 No.8, pp. 1286-1297, 2021.
Data files:
References
  1. [1] N. Shuto, S. Koshimura, K. Satake, F. Imamura, and H. Matsutomi, “Encyclopedia of Tsunami,” Asakura Publishing Co., Ltd., 2007 (in Japanese).
  2. [2] M. Mizutani and F. Imamura, “Design Force Calculation Flow Considering Impact and Overflow of Tsunami Bore,” Proc. of Coastal Engineering, JSCE, Vol.49, pp. 731-735, 2002 (in Japanese).
  3. [3] R. Asakura, K. Iwase, T. Ikeya, M. Takao, T. Kanedo, N. Fujii, and M. Omori, “Experimental Study on Wave Force due to Tsunami Overflowing Seawalls,” Proc. of Coastal Engineering, JSCE, Vol.47, pp. 911-915, 2000 (in Japanese) .
  4. [4] R. Asakura, K. Iwase, T. Ikeya, M. Takao, T. Kaneto, N. Fuji, and M. Ohmori, “The tsunami wave force acting on land structure,” Proc. of 28th Int. Conf. on Coastal Engineering, pp. 1191-1202, 2002.
  5. [5] T. Sakakiyama, “Tsunami Inundation Flow and Tsunami Pressure on Structures,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.68, Issue 2, pp. I_771-I_775, 2012 (in Japanese).
  6. [6] T. Ikeya, Y. Akiyama, and N. Iwamae, “On the Hydraulic Mechanism of Sustained Tsunami Wave Pressure Acting on Land Structures,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.69, Issue 2, pp. I_816-I_820, 2013 (in Japanese).
  7. [7] J. J. Stoker, “Water Waves,” Interscience Publishers, Inc., pp. 326-333, 1957.
  8. [8] Y. Ohmura, H. Yagi, A. Nakayama, K. Mori, D. Kawano, H. Kato, A. Kado, and J. Namekawa, “Experimental Study on Tsunami Induced Forces on Breast Type Seawalls under Non-Overflow Condition,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.70, Issue 2, pp. I_881-I_885, 2014 (in Japanese).
  9. [9] F. Kato, Y. Suwa, K. Fujita, H. Kishida, T. Igarashi, J. Okamura, and Y. Hayashi, “A Method to Estimate Tsunami Setup in Front of Buildings,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.68, Issue 2, pp. I_331-I_335, 2012 (in Japanese).
  10. [10] H. Matsutomi, G. Kettoku, and M. Saitoh, “Experiments on Tsunami Fluid Force Acting on a Reinforced Concrete Building with Aperture,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.69, Issue 2, pp. I_326-I_330, 2013, (in Japanese).
  11. [11] Y. Ohmura, H. Yagi, A. Nakayama, M. Yoneyama, T. Narita, H. Kato, A. Kado, and J. Namekawa, “Experimental Study on Tsunami Induced Forces on Breast Type Seawalls,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.71, Issue 2, pp. I_991-I_996, 2015 (in Japanese).
  12. [12] T. Arikawa, “Consideration of Characteristics of Pressure on Seawall by Solitary Waves Based on Hydraulic Experiments,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.71, Issue 2, pp. I_889-I_894 (in Japanese).
  13. [13] H. Matsutomi, “Pressure distribution and total wave force at the impact of breaking bore,” Proc. of Coastal Engineering, JSCE, Vol.38, pp. 626-630, 1991 (in Japanese).
  14. [14] T. Arikawa, “Structural Behavior Under Impulsive Tsunami Loading,” J. Disaster Res., Vol.4, No.6, pp. 377-381, doi: 10.20965/jdr.2009.p0377, 2009.
  15. [15] T. Arikawa, T. Yamano, and M. Akiyama, “Advanced Deformation Method for Breaking Waves by using CADMAS-SURF/3D,” Proc. of Coastal Engineering, JSCE, 2007, Vol.54, pp. 71-75, 2010 (in Japanese).
  16. [16] P. Higuera, J. L. Lara, and I. J. Losada, “Three-dimensional interaction of waves and porous coastal structures using OpenFOAM®. Part I: Formulation and validation,” Coastal Engineering, Vol.83, pp. 243-258, doi: 10.1016/j.coastaleng.2013.08.010, 2014.
  17. [17] H. Park, T. Do, T. Tomiczek, D. T. Cox, and J. W. van de Lindt, “Numerical modeling of non-breaking, impulsive breaking, and broken wave interaction with elevated coastal structures: Laboratory validation and inter-model comparisons,” Ocean Engineering, Vol.158, pp. 78-98, 2018.
  18. [18] M. A. Chella, H. Bihs, and D. Myrhaug, “Wave impact pressure and kinematics due to breaking wave impingement on a monopile,” J. of Fluids and Structures, Vol.86, pp. 94-123, 2019.
  19. [19] T. Arikawa, N. Kihara, M. Watanabe, M. Hasebe, Y. Shigihara, T. Asai, T. Ikeya, S. Inoue, H. Matsutomi, Y. Nakano, Y. Okuda, T. Okuno, T. Ooie, G. Shoji, and T. Tateno, ”Blind Prediction Contest on Tsunami Inundation And Impact,” 17th World Conf. on Earthquake Engineering, 2020, in press.
  20. [20] T. Arikawa and H. Igarashi, “Consideration On Accuracy And Computational Efficiency of Gas-Liquid Two-Phase Fluid Simulation Against Tsunami Bore Force,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.74, Issue 2, pp. I_1039-I_1044, 2018.
  21. [21] T. Arikawa, F. Yamada, and M. Akiyama, “A Study on Applicability of Tsunami Force by using the 3D Numerical Wave Tank,” Proc. of Coastal Engineering, JSCE, Vol.52, pp. 46-50, doi: 10.2208/proce1989.52.46, 2005 (in Japanese).
  22. [22] T. Arikawa, M. Akiyama, and N. Yamazaki, “Development of Solid-Gas-Liquid Coupling System by using CADMAS-SURF/3D,” J. of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol.67, Issue 2, pp. I_21-I_25, doi: 10.2208/kaigan.67.I_21, 2011 (in Japanese with English abstract).
  23. [23] T. Arikawa, M. Isobe, and S. Takahashi, “Computing Impulsie Wave Breaking Pressure Using VOF Method and Its Applicability,” Proc. of Coastal Engineering, JSCE, Vol.48, pp. 831-835, 2001 (in Japanese).

Creative Commons License  This article is published under a Creative Commons Attribution-NoDerivatives 4.0 Internationa License.

*This site is desgined based on HTML5 and CSS3 for modern browsers, e.g. Chrome, Firefox, Safari, Edge, Opera.

Last updated on Apr. 18, 2024