摘要
对目前常用于港口海岸工程的波浪数学模型进行了回顾和比较.结果表明,Boussinesq模型和缓坡方程模型均可模拟港口海岸较小水域复杂地形条件下的波浪变形.对于港外大范围缓变地形水域,抛物型方程模型较传统的折射模型则更可靠.
The paper reviews some advanced mathematical models that can be used for description of wave climate in port and coastal engineering. It shows both Boussi-nesq & Mild -slope short wave model can simulate wave transformation in harbor area with complex bathymetries. The parabolic wave model is more reliable than the simple refraction model in bigger area with slowly -varying water depth.
出处
《港工技术》
1995年第3期1-6,共6页
Port Engineering Technology
关键词
波浪
数学模型
港口工程
海岸工程
Boussinesq wave model,Mild-slope equation wave model, Parabolic equation wave model
