浅滩
破碎波
反射(计算机编程)
护道
物理
反射系数
消散
波峰
衰减
水槽
波浪变浅
机械
地震学
地质学
波传播
光学
地貌学
机械波
岩土工程
流量(数学)
纵波
计算机科学
热力学
程序设计语言
作者
Yuan Li,Ping Wang,Qinyi Li,Weiqi Dai,Bin Zhao,Da-ke Chen,Chi Zhang
出处
期刊:Physics of Fluids
[American Institute of Physics]
日期:2023-08-01
卷期号:35 (8)
被引量:2
摘要
Shoreface nourishments with the artificial sandbar are effective strategies to mitigate coastal erosions mainly by wave breaking and reflection. Thus, a better understanding of the contributions of breaking and reflection in wave energy loss is important for the prediction and description of the performance of the shoreface nourishment. Experiments are conducted in a wave flume, and data analysis is complemented with numerical simulations performed with a phase-resolving model. Both incident and reflected wave heights are well reproduced by the numerical model. The ratio of reflection to reflection-plus-breaking energy loss ranges from 4% to 11%, implying the dominant role of breaking-induced dissipation over reflection in present cases. The wave transmission coefficient decreases with the decrease in the bar crest depth and onshore implementation of the artificial sandbar. The trapezoidal artificial sandbar promotes an intense wave breaking over the berm width and is more effective in eliminating waves than the triangular artificial sandbar. Due to the erodible nature of the artificial sandbar, future works will consider the use of a hydro-morphological coupled approach to study the time-varying characteristics of wave breaking and reflection during morphological evolution.
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