涌浪控制海域典型海港工程总平面布置  

General layout arrangement of typical sea port engineering in swell dominated sea area

作　　者：张宏铨[1] 张军[1] 许建武[1] ZHANG Hong-quan;ZHANG Jun;XU Jian-wu(CCCC-FHDI Engineering Co.,Ltd.,Guangzhou 510290,China)

机构地区：[1]中交第四航务工程勘察设计院有限公司,广东广州510290

出　　处：《水运工程》2022年第4期65-70,93,共7页Port & Waterway Engineering

基　　金：国家自然科学基金面上项目(52071060)。

摘　　要：对于涌浪控制海域,国内外规范中尚未有成熟、详细的海港工程总平面布置方法。结合几内亚湾海港工程,以业主对年不可作业率小于1%的要求为出发点,遵循国际通用规范标准中平面布置原则,以连续23年的风、浪、潮、流后报资料为基础,采用波浪数学模型,针对主力船型的操纵及系泊分析、龙骨下水深研究等多种手段对总平面布置进行优化。结果表明,优化后的方案具有便于使用、工期短、工程量省等优点,可为类似工程提供参考。For swell dominated sea areas,no matured and detailed general layout design method for sea port engineering exists in domestic and foreign codes.Taking a specific sea port in Gulf of Guinea as an example,based on the owner s requirement of the project s downtime ratio shall be less than 1%,we investigate the 23 years hindcast time series data of concurrent wind,wave,tide,and current following the basic principles of layout arrangement in the international codes and guidelines,and optimize the general layout arrangement by the means of numerical wave model,ship maneuvering and mooring analysis,under keel clearance analysis for the main design vessels.The results show that the optimized layout scheme has the advantages of user friendly,short construction period and low cost,which can be used as a reference for the similar projects.

关 键 词：涌浪 平面布置 波浪数学模型 船舶操纵 系泊分析 龙骨下水深 

分 类 号：U651.1[交通运输工程—港口、海岸及近海工程]