BREAKING LIMIT, BREAKING AND POST-BREAKING WAVE DEFORMATION DUE TO SUBMERGED STRUCTURES

Proceedings of the International Conference on Coastal Engineering

Do-Sam Kim²  Koji Kawasaki¹  Koichiro Iwata¹ 

[1] Dept. of Civil Eng., Nagoya Univ.;Dept. of Ocean Eng., Korea Maritime Univ.

关键词: breaking limit;    wave breaking;    post-breaking;    wave deformation;    submerged structure;   

DOI  :  10.9753/icce.v25.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The aim of this paper is to investigate experimentally and numerically the breaking limit, breaking and post-breaking wave deformation due to three different types of submerged structures such as bottom-seated, non-bottomseated fixed and tautly-moored structures. Based on laboratory experiments, the breaking limits have been formulated for three different types of the submerged structures. Moreover, a modified SOLA-VOF method with the nonreflective wave generation method has been proposed and found to be very effective in evaluating the wave breaking process and post-breaking wave characteristics.

【 授权许可】

Unknown