水科学进展2017，Vol.28Issue(3)：445-451,7.DOI:10.14042/j.cnki.32.1309.2017.03.016
破碎波条件下直立堤平均越浪量试验研究
Experimental study of mean discharge of wave overtopping onvertical seawall under the condition of breaking waves
摘要
Abstract
The comparisons show that there are significant differences between the existing research works in aspects of the estimation on the average overtopping discharge of breaking wave on vertical wall and the effect of the impact factors, that to make a reliable choice among the works for engineering application, checks based on the independent experiment become necessary.To this end, systematic checks on the results estimated by the representative works were carried out based on physical model tests of random wave, and the reasons which make the difference between the works were analyzed combined with the investigation to the regulation of the factor's effect.The experiment results that the treatment on the main impact factors, such as the period and the bottom slope ratio, is highly responsible for the marked difference between the works;EurOtop generally makes the significant overestimation, while Goda (2009) is most consistent with the conclusions of current experiment with regard to both the treatment of the impact factors and the results of estimation.关键词
直立堤/平均越浪量/破碎波/非破碎波Key words
vertical seawall/average wave overtopping discharge/breaking wave/nonbreaking wave分类
建筑与水利引用本文复制引用
李晓亮..破碎波条件下直立堤平均越浪量试验研究[J].水科学进展,2017,28(3):445-451,7.基金项目
国家自然科学基金资助项目(51309122) （51309122）
江苏科技大学博士启动基金(635011302)The study is financially supported by the National Natural Science Foundation of China(No.51309122). （635011302）
