斜坡堤护面板上最大波压力研究

On peak wave impact pressure on protection slab of uniform slope

采用物理模型试验的方法,研究在不规则波作用下最大打击力位置的相对深度的变化规律,拟合了最大打击力位置相对深度的公式;通过分析最大相对波压力随破波参数ξ的变化规律,拟合得到最大相对波压力公式和波压力沿斜坡分布规律。

Based on the wave modeling test of irregular wave, this paper analyzes the variation regularity of the relative depth on the location of the maximal wave pressure under irregular wave action, and gives the formulae of the maximum relative wave pressure and wave pressure along the slope by analyzing the regularity of the maximum relative wave pressure changing with the break parameter ξ.