Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование
Numerical analysis of interaction between a solitary wave and a rectangular fixed semi-submerged structure. / Gusev, O. I.; Skiba, V. S.; Khakimzyanov, G. S. и др.
в: Journal of Applied Mechanics and Technical Physics, Том 64, № 6, 12.2023, стр. 1046-1057.Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование
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TY - JOUR
T1 - Numerical analysis of interaction between a solitary wave and a rectangular fixed semi-submerged structure
AU - Gusev, O. I.
AU - Skiba, V. S.
AU - Khakimzyanov, G. S.
AU - Chubarov, L. B.
N1 - This work was performed within the framework of the state task of the Ministry of Science and Higher Education of the Russian Federation for the Federal Research Center for Information and Computing Technologies.
PY - 2023/12
Y1 - 2023/12
N2 - This paper describes a numerical simulation within the framework of a two-dimensional shallow water model of interaction of a solitary wave with a steady rectangular semi-submerged structure. The results of this study are compared with the results of calculations based on a model of irrotational three-dimensional flows, and it is shown that the simulation accuracy at small incident wave amplitudes is satisfactory. It is also revealed that, the solitary wave diffraction on the cylinder surface is neglected when using a one-dimensional shallow water model, then the maximum values of wave runup on the edge of the cylinder and the force loads on it become overestimated.
AB - This paper describes a numerical simulation within the framework of a two-dimensional shallow water model of interaction of a solitary wave with a steady rectangular semi-submerged structure. The results of this study are compared with the results of calculations based on a model of irrotational three-dimensional flows, and it is shown that the simulation accuracy at small incident wave amplitudes is satisfactory. It is also revealed that, the solitary wave diffraction on the cylinder surface is neglected when using a one-dimensional shallow water model, then the maximum values of wave runup on the edge of the cylinder and the force loads on it become overestimated.
KW - force action
KW - matching conditions
KW - rectangular semi-submerged structure
KW - runup
KW - solitary wave
KW - two- and one-dimensional shallow water equations
UR - https://www.scopus.com/record/display.uri?eid=2-s2.0-85185117107&origin=inward&txGid=a4d88b7ea224c30d0680d0124623c86e
UR - https://www.mendeley.com/catalogue/f025cc3a-2a7d-3f08-b55e-95a814416082/
U2 - 10.1134/S0021894423060159
DO - 10.1134/S0021894423060159
M3 - Article
VL - 64
SP - 1046
EP - 1057
JO - Journal of Applied Mechanics and Technical Physics
JF - Journal of Applied Mechanics and Technical Physics
SN - 0021-8944
IS - 6
ER -
ID: 59722158