摘要
在海堤护面设计中,通常在满足稳定的基础上,还希望通过采用适当的护面型式来减少波浪的爬高和越浪量,以降低堤顶高程,减少工程造价。通过具体工程不同护面型式波浪爬高和越浪试验,提出斜坡上波浪爬高和越浪量不仅与护面类型有关,还与护面消浪结构所处位置有关,可供工程设计参考。
In design of seawalls, different concrete blocks are usually used to protect the slopes and dissipate wave energy. In this paper, through a physical model test, runup on a slope and overtopping are measured for different protective structures of seawall. The results show that the runup and overtopping are not only related to the styles of protective structures, but also related to the location of protective structures. The conclusion may serve as a reference for engineering design.
出处
《水运工程》
北大核心
2005年第10期28-30,共3页
Port & Waterway Engineering
基金
水利部科技创新项目(SCX2003-16)
关键词
海堤
护面型式
爬高
越浪
seawall
protective style
runup
overtopping
