长江口深水航道双向通航船舶宽度开发与研究
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摘要
按照《海港总平面设计规范》和长江口深水航道三期工程初步设计,长江口深水航道内船舶双向交会时,两船总宽度之和不得超过某一数值,这导致一部分船舶不能与该类超大型船舶交会,出现了航道宽度不能满足日益增加的超大型船舶双向通航的矛盾,对长三角航运经济的发展造成了影响。为了解决深水航道宽度制约双向通航船舶宽度这一"瓶颈"问题,以长江口深水航道二期工程设计尺度为边界条件,基于船舶模拟试验和实船交会试验,并结合规范要求,对长江口深水航道双向通航的船舶宽度进行应用研究,提出有效措施,以提高该航道双向通航的能力,服务于上海国际航运中心建设。
According to the "Design Code of General Layout for Sea Port" and the primary design for Yangtze Estuary Deepwater Channel Regulation Phase III Project,the total breadth of two encountering ships should be less than a certain value in the Yangtze Estuary.There will be a limit to the super-large ships and to the growing needs of two-way shipping.In order to solve this "bottleneck",taking the Yangtze Estuary Deepwater Channel Regulation Phase III Project as a restraint condition,based on encountering tests of model and actual ships,the research on two-way navigable breadth of ships in the Yangtze Deepwater Channel is carried out.Some effective measures are presented to enhance two-way passing ability in Yangtze Deepwater Channel and for the reference of the establishment of Shanghai International Shipping Center.
According to the "Design Code of General Layout for Sea Port" and the primary design for Yangtze Estuary Deepwater Channel Regulation Phase III Project,the total breadth of two encountering ships should be less than a certain value in the Yangtze Estuary.There will be a limit to the super-large ships and to the growing needs of two-way shipping.In order to solve this "bottleneck",taking the Yangtze Estuary Deepwater Channel Regulation Phase III Project as a restraint condition,based on encountering tests of model and actual ships,the research on two-way navigable breadth of ships in the Yangtze Deepwater Channel is carried out.Some effective measures are presented to enhance two-way passing ability in Yangtze Deepwater Channel and for the reference of the establishment of Shanghai International Shipping Center.
引文
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[2]中华人民共和国交通部.《海港总平面设计规范》(JTJ211-99)[S].北京:人民交通出版社,1999.
[3]中华人民共和国交通部.《海港总平面设计规范(航道边坡坡度和设计船型尺度部分)》局部修订(JTJ211-99)[S].北京:人民交通出版社2003.
[4]长江上海段船舶定线制规定[S]交通部2005年第17号公告,北京:中华人民共和国交通部,2005.
[5]张同斌.长江江苏段船舶定线制指南[M].大连:大连海事大学出版社.2003.
[6]上海海事局.长江口深水航道(10米)通航安全管理办法(暂行)[S].上海:上海海事局,2005.
[7]上海海事局.上海港航路指南[M].大连:大连海事大学出版社,2006.
[8]孙立成,何易培,贾传荧,等.虾峙门外航道超大型船舶富余水深的研究[J].中国航海,1999(2):2-5.SUN Li-cheng,HE Yi-pei.JIA Chuan-ying,et al.Research on the Under Keel Clearance for VLCCPassing through the Xiazhimen Outer Channel[J].Navigation of China,1999(2):2-5.
[9]于志青.排队论在交通工程中的应用研究[J].中州大学学报,2005,22(1):118-119.YU Zhi-qing.Research on Application of QueuingTheory in Communication Engineering[J].JournalOf Zhongzhou University,2005,22(1):118-119.
[10]牟军敏,齐传新,邹早建,等.船舶运输流理论在船舶运行中的应用[J].武汉船舶职业技术学院学报,2005(4):33-36.MOU Jun-min,QI Chuan-xin,ZOU Zao-jian,et al.Applications of Vessel Traffic Flow Theory in VesselOperation[J].Journal of Wuhan Institute ofShipbuilding Technology,2005(4):33-36.
[11]吴兆麟,朱军.海上交通工程[M].大连:大连海事大学出版社,2004.
[12]肖英杰.洋山深水港船舶航行模拟研究的船型研究[J].上海海运学院学报,2002,23(3):9-11.XIAO Ying-jie.A Study of Ship Form throughSimulation Tests for Shanghai Yangshan Deep Port[J].Journal of Shanghai Maritime University,2002,23(3):9-11.
[13]方祥麟,姚杰,卓小强.船舶交通及操纵安全系统评价模型方法[M].大连:大连海事大学出版社,2003.
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