Numerical simulation for water wave motion over undulated seabed in front of a vertical wall by using an exact DtN boundary condition-Reference-Cited by-同舟云学术

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Numerical simulation for water wave motion over undulated seabed in front of a vertical wall by using an exact DtN boundary condition

Published:2023-07-14 Issue: Volume: Page:
ISSN:
Container-title:Proceedings of the 2023 6th International Conference on Mathematics and Statistics
language:
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Author:

Rim Un-Ryong¹^ORCID

Affiliation:

1. Kim Chaek University of Technology, Democratic People's Republic of Korea

Publisher

ACM

Link

https://dl.acm.org/doi/pdf/10.1145/3613347.3613367

Reference27 articles.

1. 2018. ANSYS AQWA Release 19.2. ANSYS-Inc. 2018. ANSYS AQWA Release 19.2. ANSYS-Inc.

2. Wave parameters after smooth submerged breakwater

3. Long wave reflection from submerged trapezoidal breakwaters

4. Wave transformation between submerged breakwater and seawall;Chen B.;J. Coast. Res.,2007

5. R. Eatock Taylor , S. M. Hung , and F. P. Chau . 1989. On the distribution of second order pressure on a vertical circular cylinder. Appl. Ocean Res. 11(4) ( 1989 ), 183–193. R. Eatock Taylor, S. M. Hung, and F. P. Chau. 1989. On the distribution of second order pressure on a vertical circular cylinder. Appl. Ocean Res. 11(4) (1989), 183–193.

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