曹妃甸华能煤码头工程水工结构方案  

Design proposal for marine structure for Caofeidian Huaneng Coal Terminal

作　　者：齐岳 杨玉森[2] 李刚[2] 

机构地区：[1]招商局国际有限公司,广东深圳518067 [2]中交第一航务工程勘察设计院有限公司,天津300222

出　　处：《中国港湾建设》2016年第5期44-48,共5页China Harbour Engineering

摘　　要：曹妃甸华能煤码头位于曹妃甸港池岛南侧-11.0 m的开敞水域,直接面对SE—SW向波浪,掩护条件较差。在码头结构选型时,除考虑工程投资因素外,受波浪影响的码头使用条件也是需要考虑的重要因素。文章从码头上水情况、泊稳条件及作业天数等方面,结合物理模型试验,分析论证了4种码头结构方案对上述条件的影响,确定了合理的码头结构形式。Caofeidian Huaneng Coal Terminal is located in the open waters, of-11.0 m to the south of the port island,which faces SE-SW waves with poor sheltering conditions. When determining the structure type of the terminal, besides the project investment, the wave conditions were taken into consideration as the very factor of significant influence on the terminal operation. On the basis of physical model experiment, this article illustrates the impact of four types of wharf structure on the front wave crest, mooring steadiness, operation days, etc., so as to identify the optimal wharf structure.

关 键 词：码头 结构形式 泊稳条件 

分 类 号：U652.72[交通运输工程—港口、海岸及近海工程]