Vertical structure of internal solitary waves and its force exerted on a horizontal cylinder in the northern South China sea

IF 4.6 2区 工程技术 Q1 ENGINEERING, CIVIL
Pai Peng , Jieshuo Xie , Hui Du , Shaodong Wang , Pu Xuan
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引用次数: 0

Abstract

To date, although longitudinal evolution and latitudinal structure of internal solitary waves (ISWs) in Northern South China Sea (NSCS) has been sufficiently investigated, vertical structure of ISWs is rarely discussed. Here we analyse the modulation of the nonhydrostatic and nonlinear effects on ISW vertical structure in NSCS quantitatively. The results show that the depth of maximum vertical displacement of ISWs gets shallower by the nonhydrostatic or nonlinear effect, especially in the continental shelf and slope. Further, the observations show that vertical structures of wave amplitude and ISW-induced vertical velocity could be well predicted by the theoretical nonlinear vertical structures, with their maximums locating at a depth of 200–400 m at the continental slope. The nonlinear effect could be twice stronger than the nonhydrostatic effect in modulating the depth of maximum vertical structure. In spite of varying depth of maximum vertical structure of a westward propagating ISW due to bathymetry, downward vertical force exerted on a horizontal transverse cylinder, calculated under the continuously stratified model, reaches its most fixedly at a depth near the pycnocline (∼100 m) instead of the corresponding depth of maximum ISW vertical structure. Because of positive correlation with wave nonlinearity, the estimated vertical force in the continental shelf and slope is roughly 2–3 times larger than that in the deep basin. The vertical force in eKdV theory could be up to 1.5 times larger than that in KdV theory.
南海北部内孤立波的垂直结构及其对水平圆柱的作用力
迄今为止,虽然对南海北部内孤立波(ISWs)的纵向演化和纬向结构已经有了充分的研究,但对ISWs的垂向结构的讨论却很少。本文定量分析了非水静力和非线性效应对NSCS中ISW垂直结构的调制作用。结果表明,受非水静力或非线性影响,isw的最大垂直位移深度变浅,特别是在大陆架和斜坡处。此外,理论非线性垂向结构可以很好地预测isw引起的波幅和垂向速度的垂向结构,它们的最大值位于大陆坡的200 ~ 400 m深度。在调节最大竖向结构深度时,非线性效应比非静力效应强两倍。尽管由于测深的原因,向西传播的ISW的最大垂直结构深度会发生变化,但在连续分层模型下计算的水平横向圆柱体上施加的向下垂直力在斜斜附近(~ 100 m)的深度而不是最大ISW垂直结构的相应深度达到最大垂直力。由于与波浪非线性正相关,估计大陆架和斜坡的垂直力大约是深盆地垂直力的2-3倍。在KdV理论中,垂直力可以达到KdV理论的1.5倍。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
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