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二层流体中圆弧型贯底式防波堤的绕射波浪力

翟振峰 黄华 詹杰民 张敖

中山大学学报(自然科学版)2018,Vol.57Issue(3):135-142,8.
中山大学学报(自然科学版)2018,Vol.57Issue(3):135-142,8.DOI:10.13471/j.cnki.acta.snus.2018.03.018

二层流体中圆弧型贯底式防波堤的绕射波浪力

The diffracted wave forces on arc-shaped bottom-mounted breakwater in two-layer fluid

翟振峰 1黄华 1詹杰民 1张敖1

作者信息

  • 1. 中山大学工学院应用力学与工程系,广东 广州510275
  • 折叠

摘要

Abstract

Based on the wave diffraction theory in the two-layer fluid,and with the use of eigenfunction method,the wave potentials of ocean surface wave and internal wave diffraction in two-layer fluid caused by arc-shaped bottom-mounted breakwater are derived,and accordingly the wave forces and moments on breakwater are analytically calculated. The result shows that in two-layer fluid,the maximum dimension-less wave loads caused respectively by surface wave and internal wave may have the same order of magni-tude. The relative variation of incident wave angle,two layer fluid density ratio,sea water condition and breakwater structure geometry condition may have some influence on diffracted wave effects,and there are some differences between the variation of surface wave effect and that of internal wave effect. Because of interference from internal wave,the diffracted effects of surface wave in two fluid are different from that of surface wave in uniform ocean.

关键词

圆弧型贯底式防波堤/二层流体/表面波与内波/特征函数展开法/波浪绕射

Key words

arc-shaped bottom-mounted breakwater/two-layer fluid/surface wave and internal wave/eigenfunction expansion approach/wave diffraction

分类

数理科学

引用本文复制引用

翟振峰,黄华,詹杰民,张敖..二层流体中圆弧型贯底式防波堤的绕射波浪力[J].中山大学学报(自然科学版),2018,57(3):135-142,8.

基金项目

广东省协同创新与平台环境建设专项(2014B090904066) (2014B090904066)

广东省公益研究与能力建设专项(2016A010104006) (2016A010104006)

中山大学学报(自然科学版)

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