长江繁忙水域船舶间距模型

侯海强,李祎承,初秀民

大连海事大学学报 ›› 2013, Vol. 39 ›› Issue (4) : 21-24.

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大连海事大学学报 ›› 2013, Vol. 39 ›› Issue (4) : 21-24.
论著

长江繁忙水域船舶间距模型

  • 侯海强,李祎承,初秀民
作者信息 +

Vessel clearance model in busy  waters of the Yangtze river

  • HOU Hai-qiang, LI Yi-cheng, CHU Xiu-min
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文章历史 +

摘要

针对芜湖段实测的船舶交通流数据,由到船时间与船速计算船舶间距,分析不同船舶间距下船速的分布变化.结果表明,上行船舶间距为20~160 m,下行船舶间距为30~300 m时,船速服从对数正态分布;上行船舶间距为160~400 m,下行船舶间距为300~600 m时,船速服从正态分布.在速度变化临界点处,分析相邻两船速度差值变化,得到船舶最小安全间距:上行船舶最小安全间距为140~180 m,下行船舶最小安全间距为260~340 m.对所得船舶安全间距进行船舶交通流仿真,结果证明最小船舶安全间距范围有效.

Abstract

According to vessel traffic data measured in Wuhu section, vessel clearance is calculated by the arriving time and vessel speed, and the speed distribution of different vessel clearance is analyzed. Results of speed distribution show that vessel speed obeys lognormal distribution when upstream vessel clearance ranges from 20-160 m and downstream vessel clearance ranges from 30-300 m, while the speed obeys normal distribution when upstream vessel clearance ranges from 160-400 m and downstream vessel clearance ranges from 300-600 m. The minimum safety clearance range is obtained on the critical point of the speed variation after analyzing the difference between the changes in the speed of the adjacent two vessels. The minimum safety distance of upstream ships ranged from 140-180 m and that of downstream vessels ranged from 260-340 m. Simulation for the safety clearance show the effectiveness of minimum safety clearance.

关键词

船舶交通流 / 安全间距 / 繁忙水域 / 船速

Key words

vessel traffic flow / safety clearance / busy waters

引用本文

导出引用
侯海强,李祎承,初秀民. 长江繁忙水域船舶间距模型[J]. 大连海事大学学报. 2013, 39(4): 21-24
HOU Hai-qiang, LI Yi-cheng, CHU Xiu-min. Vessel clearance model in busy  waters of the Yangtze river[J]. Journal of Dalian Maritime University. 2013, 39(4): 21-24

参考文献

[1] AASHTO. Guide Specification and commentary for vessel collision design of highway bridges[S]. Washington D C: American Association of State Highway and Transportation Officials, 1994. [2]余劲,张玮. 西江航道船舶流的概率分布特性[J]. 交通运输工程学报,2006(2): 88-93. YU Jin, ZHANG Wei. Probability distribution of vessel traffic flow in Xijiang waterway[J]. Journal of Traffic and Transportation Engineering, 2006(2), 88-93.(in Chinese)[ZK)] [3]何良德, 姜晔. 内河船舶跟驰间距模型[J]. 交通运输工程学报, 2012(2): 55-62. HE Liang-de, JIANG Ye. Fo27llowing distance model of inland ship[J]. Journal of Traffic and Transportation Engineering, 2012(2):55-64.(in Chinese) [4]齐传新.船舶运输安全学[M]. 大连:大连海运学院出版社, 1991. QI Chuan-xin. Ship transportation security[M].Dalian:Dalian Maritime University Press,1991.(in Chinese)

基金

国家自然科学基金资助项目(61273234).

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