摘要
本文以某一典型宽肩台式斜坡堤断面为研究对象,设计试验并创新性地应用KINECT 3D扫描仪并结合Goda两点法及修正中值粒径等方法,探究了涌浪作用下宽肩台式斜坡堤的稳定性、越浪量及其透、反射特征。
Based on a typical section of berm rubble mound breakwater,the design and experiment are carried out by innovatively applying KINECT 3D scanner combined with Goda two-point method and the corrected median diameter in order to investigate the stability,wave-overtopping amount,transmission and reflection characteristics of the above breakwater under the action of surge.
作者
桑高亚
何波
王敏
马小舟
Sang Gaoya;He Bo;Wang Min;Ma Xiaozhou(State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian Liaoning 116024,China;COSCO Shipping Port Co.,Ltd.,Shanghai 200080,China)
出处
《港工技术》
2021年第1期1-5,共5页
Port Engineering Technology
基金
国家重点研发计划(2017YFC1404200)
国家自然科学基金项目(51720105010,51979029)
中央高校基本科研业务费资助项目(DUT20ZD402)。
关键词
宽肩台斜坡堤
涌浪
稳定性
三维扫描
越浪量
反射特征
透射特征
berm rubble mound breakwater
surge
stability
3D scanning
wave-overtopping amount
reflection characteristic
transmission characteristic
