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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >BREAKING LIMIT, BREAKING AND POST-BREAKING WAVE DEFORMATION DUE TO SUBMERGED STRUCTURES
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BREAKING LIMIT, BREAKING AND POST-BREAKING WAVE DEFORMATION DUE TO SUBMERGED STRUCTURES

机译:淹没结构造成的波速极限,波前和波后变形

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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.
机译:本文的目的是通过实验和数值研究由于三种不同类型的水下结构(例如底部固定,非底部固定和拉紧系泊结构)导致的破坏极限,破坏和破坏后波浪变形。根据实验室实验,已经为三种不同类型的水下结构制定了破坏极限。此外,已经提出了一种使用非反射波产生方法的改进的SOLA-VOF方法,并且发现该方法对于评估波浪破碎过程和破裂后的波浪特性非常有效。

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