摘要
通过大量的模型试验研究,得出了规则波在光滑不透水单坡上越浪量的一套图解曲线,提出了带有直立胸墙的光滑不透水斜坡堤上越浪量的一种计算方法,给出了风对越浪量影响的定量计算式。还通过试验比较了直立式胸墙与弧形胸墙、带挑浪坎的直立胸墙的防浪效果。最后,本文探讨了斜坡堤上产生最大越浪量的条件。
By a great deal of experimental study, a series of curves are derived from the data to predict regular wave overtopping volume on impermeable smooth sea dikes; And a new method for the computation of overtopping volume on impermeable smooth sea dikes with a parapet is developed. Wind effect on regular wave overtopping volume is discussed and a formula considering the wind effect is given in the paper. From the experimental data, the wave protection effect of two typical parapets is compared. Finally, condition of occuring maximum overtopping volume on sloping breakwater is discussed
