摘要
通过理论计算与模型实验结果的比较,复核由理论计算确定的胸墙断面尺寸、护面块体大小的合理性,克服护岸结构在折角弯曲段内波能集中的影响,达到优化凹凸曲线护岸胸墙及护面块体的目的,可供类似工程设计参考。
Based on the comparison of the results between theoretical calculation and model experiment, this paper checked the dimensions of breast wall and reasonability of sizes of armor blocks for overcoming the influence of wave energy concentration, and thus further optimizing the concave convex revetment＇s breast wall and armor block＇s. It may serve as a reference for similar engineering design.
出处
《水运工程》
北大核心
2008年第9期25-28,共4页
Port & Waterway Engineering
关键词
波能集中
胸墙
护面块体
理论计算
模型实验
wave energy concentration
breast wall
armor block
theoretical calculation
model experiment
