水道港口2023，Vol.44Issue(6)：884-893,10.
斜向规则波作用下桩基挡板透空堤透浪特性试验研究
Experimental study on characteristics of wave transmission of open piled quay under oblique wave
曹如意 1罗翔 1董舒迪 1刘素芳 1邓茜 1李佳瑞1
作者信息
- 1. 中国电建集团华东勘测设计研究院有限公司,杭州 311122
- 折叠
摘要
Abstract
The influence of the interaction between waves and buildings is complicated.In addition to factors such as the structure of the building,water depth and common wave elements,it is also related to the direction of wave incidence.Using the overall physical model test method,a regular wave was selected under the action of oblique waves to conduct preliminary research on the influencing factors of the wave penetration characteristics of the permeable dike.The influence of dimensionless factors such as relative incident wave height,relative baffle entry depth,relative wavelength,wave direction angle,etc.on the wave transmission coefficient of pile foundation baffle permeable dike under different wave direction angles and wave elements was analyzed.The semi-empirical and semi-theoretical calculation formula of the wave penetration coefficient under the action of the diagonal wave of the diagonal influence factor makes the research results of the permeable dike closer to the actual project,and has certain significance for guiding the structural design and optimization of the permeable dike.Permeable wave-eliminating structures is used to restore sediment balance,stabilize coastlines and reduce erosion risks.关键词
挡板透空堤/透浪系数/物模试验/斜向波Key words
open piled quay/transmission coefficient/physical experiment/oblique wave分类
交通工程引用本文复制引用
曹如意,罗翔,董舒迪,刘素芳,邓茜,李佳瑞..斜向规则波作用下桩基挡板透空堤透浪特性试验研究[J].水道港口,2023,44(6):884-893,10.
