黄骅港防波堤、防沙堤结构设计研究  

Structural design of breakwater and sand dyke of Huanghua port

作　　者：牛恩宗[1] 王玥葳 李业富[1] 胡鹏[1] 

机构地区：[1]中交水运规划设计院有限公司,北京100007

出　　处：《水运工程》2009年第1期136-142,共7页Port & Waterway Engineering

摘　　要：黄骅港是神华集团煤炭最佳出口港,防波堤、防沙堤是解决黄骅港航道淤积问题的重要措施。近30km长的堤身结构的变化对投资、减淤效果的发挥、施工进度影响都非常大。介绍防波堤、防沙堤各种设计方案和实验研究过程,以及对施工的影响。As the best solution for reducing siltation, a 30-meter long breakwater was designed at Shenhua Port which is the optimal coal exporting port for Shenhua Group. The structural type of breakwater related strongly to the performance of breakwater, project cost and period. Several design solutions and relative model tests were introduced and studied in this paper.

关 键 词：防波堤 防沙堤 结构设计 模型实验 

分 类 号：U653.4[交通运输工程—港口、海岸及近海工程]