摘要
本文在试验研究的基础上，探讨了在一定水深条件下，不同波陡H／L=1／10～1／20，边坡坡度m=2～5，对波浪打击压力的影响，其实验值与苏联CHИПⅡ－57－75规范，苏联向金公式计算值进行了比较。经过分析后，提出了波浪最大打击压力的位置dpmax，作用区域di，以及拟合了波浪打击压力最大值包络图的经验表达式Pmax／γH。本文的计算方法可供实际工程参考应用。
Based on experimental investigation, the effect of different wave steepness (H/L. = 1/10～1/20) and side slope (m=2～5) on the impacting pressure under a certain depth of water, and the comparison between the test value and Code of the Soviet Union (CHИПⅡ－57－75) and the value from П. A. folmula are made. After analysis, the position of the impacting pressure of the maximum waves d,the area of wave action di are given and the empirical expression of envolope figure for the maximum value of the impacting pressure of waves (pmax/γH) is fit. The calculation method provided in this paper can be used as a reference for actual projects.
关键词
斜坡护面
波浪打击压力
包络图
港口
试验
slope pavement impacting pressure of waves envolope figure.
