|本期目录/Table of Contents|

[1]蔡忠清,王红兵.内河弯道对进江海船最大单船容纳能力研究[J].集美大学学报(自然科学版),2010,15(3):204-207.
　CAI Zhong-qingWANG Hong-bing.Study on the Maximum Single-ship Capacity of SeagoingshipNavigating in the Inland Curve Waterway[J].Journal of Jimei University,2010,15(3):204-207.
点击复制

内河弯道对进江海船最大单船容纳能力研究(PDF)
分享到：

《集美大学学报（自然科学版）》[ISSN:1007-7405/CN:35-1186/N]

卷:
第15卷
期数:
2010年第3期
页码:
204-207
栏目:
航海技术与物流工程
出版日期:
2010-05-25

文章信息/Info

Title:
Study on the Maximum Single-ship Capacity of SeagoingshipNavigating in the Inland Curve Waterway
作者:
蔡忠清1; 王红兵2
(1. 武汉理工大学航运学院,湖北 武汉 430063;2. 广州海事局,广东 广州 510700)
Author(s):
CAI Zhong-qing1WANG Hong-bing2
(1.Navigation College of WHUT,Wuhan 430063,China;2.MSA of Guangzhou,Guangzhou 510700,China)
关键词:
内河弯曲航道; 漂移量; 单船容纳能力
Keywords:
curve waterway; single-ship traffic capacity; drift amount
分类号:
-
DOI:
-
文献标志码:
-
摘要:
］为了分析弯曲航道对进江海船的最大单船容纳能力，引入船舶漂移量概念.针对不同的船舶种类和船型尺度建立船舶弯曲航道漂移量数学模型，得出某一弯曲航道在不同工况下的最大单船容纳能力
Abstract:
In order to analyze the single-ship capacity of seagoing-ship navigating in the inland curve waterway,this paper introduced the concept of drift amount,set up a drifting mathematical model to describe the ship traffic in the curve waterway,and then obtaind the maximum single-ship capacity of a specific curve waterway in different conditions

参考文献/References:

-

相似文献/References:

[1]郑大明,江莉.桥梁斜交角度控制对船舶过桥操纵的影响[J].集美大学学报(自然科学版),2018,23(1):46.
　ZHENG Daming,JIANG Li.Analysis on the Influence of the Oblique Angle Control on Maneuvering of Ships Crossing Bridges[J].Journal of Jimei University,2018,23(3):46.

备注/Memo

备注/Memo:
-
更新日期/Last Update: 2014-06-28