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

Author:

Arikawa Taro,Takahashi Kenya,Suzuki Kojiro,Kihara Naoto,Okamoto Daishi,Mitsui Jun, , , , ,

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.

Publisher

Fuji Technology Press Ltd.

Subject

Engineering (miscellaneous),Safety, Risk, Reliability and Quality

Reference23 articles.

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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. 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.

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