水道港口2016，Vol.37Issue(6)：578-583,6.
海岸防护工程胸墙稳定性及越浪量研究
Study of stability and overtopping of breast wall in coastal protection engineering
摘要
Abstract
In this paper, the stability and overtopping of breast wall in Rizhao harbor was studied by physical model. According to the difference of content, the research can be divided into two parts:firstly, the overtopping of different height walls was studied, and it is found that when the height reaches up to 7.5 m, it can meet the requires of overtopping. And then the stability of breast wall in the condition of submerged breakwater was learned. The re⁃sult of research shows that in the condition of extreme high water level, the submerged breakwater has little impact on the stability of breast wall when the incident wave height period is 50 years, while for the condition of 100 years, the wave will break in front of the submerged breakwater, which will cause the breast wall more stable.关键词
海岸防护工程/越浪量/稳定性/物理模型Key words
coastal protection engineering/overtopping/stability/physical model分类
交通工程引用本文复制引用
尤薇..海岸防护工程胸墙稳定性及越浪量研究[J].水道港口,2016,37(6):578-583,6.基金项目
江苏交通运输科技项目《江苏沿海建港条件及关键技术集成研究》 （）
