海港候潮锚地锚位数计算  

Calculation of anchorage number for waiting tidal window in harbor

作　　者：连石水[1] 卢永昌[1] 孙继斌 乔光全[1] LIAN Shi-shui;LU Yong-chang;SUN Ji-bin;QIAO Guang-quan(CCCC-FHDI Engineering Co.,Ltd.,Guangzhou 510230,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510230

出　　处：《水运工程》2020年第11期78-81,93,共5页Port & Waterway Engineering

摘　　要：港口岸线资源紧张,大吨级船舶或通航数量较少的船舶一般考虑乘潮进出港,并相应配置候潮锚地,针对目前尚无适合候潮锚地锚位数计算方法的问题,进行实地调研和有关规范标准研究,采用理论分析方法,提出影响候潮锚地锚位数因素,主要包括潮汐特征、航道管理及船舶到港时间规律等,且对这3个影响因素进行分析,得出一种适合海港候潮锚地锚位数的计算方法,并经实例验证。结果表明,该计算方法合理可行,可为锚地规划与设计提供借鉴。Large-tonnage ships or ships with less navigation quantity are generally considered to enter or leave the port by tide and arrange anchorage for waiting tidal due to the lack of port coastline.Aiming at the problem that there is no suitable calculation method of anchorage number for waiting tidal window,we propose the factors affecting anchorage number for waiting tidal window including ship's arrival regular pattern,tidal characteristics and channel management based on investigations,existing standards and by theoretical method analysis,obtain a calculation method of anchorage number for waiting tidal window by analysis of influencing factors,and verify the method by the actual example.The results show that the calculation method is reasonable and feasible,and can provide the references for anchorage planning and design.

关 键 词：候潮锚地 到港规律 潮汐特征 航道管理 锚位数计算 

分 类 号：U653.2[交通运输工程—港口、海岸及近海工程]