科技创新与应用2024，Vol.14Issue(29)：15-20,6.DOI:10.19981/j.CN23-1581/G3.2024.29.003
新型反弧式海塘挡墙结构越浪效果数值模拟研究
俞耿锋 1韩祝斌 2王梦南 2梅为 2余金虎 3李强4
作者信息
- 1. 海宁市水利建设管理有限责任公司,浙江 嘉兴 314400
- 2. 上海市水利工程集团有限公司,上海 201612
- 3. 浙江水利水电学院 建筑工程学院,杭州 310018||安徽建筑大学 土木工程学院,合肥 230601
- 4. 浙江水利水电学院 建筑工程学院,杭州 310018
- 折叠
摘要
Abstract
Under the condition of heavy rainfall or extreme storm tide,the traditional vertical and sloping seawall structure fail to effectively prevent the tide from climbing rapidly,resulting in certain safety risks to shoreline buildings and people.In this paper,different water level heights are set by numerical simulation to study the influence of different impact flow velocity on the wave-crossing effect of the new anti-arc seawall structure,in order to evaluate the wave-crossing effect of the new seawall.The results show that the wave surging effect of the new anti-arc seawall structure is better than that of the traditional seawall structure under different flow velocity,and the new anti-arc seawall structure has obvious effect of diversion and energy reduction.关键词
新型反弧式海塘挡墙/越浪效果/数值模拟/压强特征/水流流速Key words
new anti-arc seawall/wave surging effect/numerical simulation/pressure characteristics/flow velocity分类
建筑与水利引用本文复制引用
俞耿锋,韩祝斌,王梦南,梅为,余金虎,李强..新型反弧式海塘挡墙结构越浪效果数值模拟研究[J].科技创新与应用,2024,14(29):15-20,6.
