基于SIVAK的三峡船闸通过能力仿真

PDF(652 KB)

大连海事大学学报 ›› 2015, Vol. 41 ›› Issue (4) : 37-41.

船舶与海洋工程

基于SIVAK的三峡船闸通过能力仿真

刘莹,牟军敏*

作者信息 +

Simulation on the traffic capacity of the Three Gorges ship lock based on SIVAK

LIU Ying, MOU Jun-min*

Author information +

文章历史 +

摘要

基于仿真软件SIVAK建立三峡船闸仿真模型，分析船舶的待闸时间，研究过闸调度策略.运用先到先服务(FCFS)调度方式和现实中过闸船舶编排调度方式，分别对三峡船闸通过能力进行仿真,得到两种调度的仿真结果.对比结果表明，运用FCFS调度方式可以明显缩短船舶待闸时间，增加过闸船舶数量，提高船闸通过能力，提升船闸服务质量.

Abstract

Simulation model of the Three Gorges ship lock based on the software SIVAK was set up to analyze ship’s waiting time and study locking scheduling.First come first served (FCFS) and the current series lock scheduling were used to simulate the capacity of lock transiting respectively,and two simulation results were obtained. Comparison result shows that FCFS scheduling decision can obviously shorten ship's waiting time,and increase the number of vessels passing through and traffic capacity of lock,which improves the quality of ship lock service.

导出引用

刘莹,牟军敏. 基于SIVAK的三峡船闸通过能力仿真[J]. 大连海事大学学报. 2015, 41(4): 37-41

LIU Ying, MOU Jun-min. Simulation on the traffic capacity of the Three Gorges ship lock based on SIVAK[J]. Journal of Dalian Maritime University. 2015, 41(4): 37-41

参考文献

[1]孙荣恒,李建平.排队论基础[M].北京:科学出版社,2002.
[2]DAI M D M,SEHONFELD P.Simulation of waterway transportation reliability[J].Transportation Research Record, 1991, 1313:98-105.
[3]TING Ching-jung, SCHONFELD P.Efficiency versus fairness in priority control: a waterway lock case[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2001,127(2): 82-88.
[4]李中华.基于计算机网络的船闸优化调度研究[D].南京:南京水利科学研究院,2001.
LI Zhong-hua. The optimization scheduling research of locks based on computer network [D].Nanjing: Nanjing Hydraulic Research Institute, 2001.(in Chinese)
[5] 廖鹏.船闸通过能力研究[D].南京:河海大学,2007.
LIAO Peng. The study of Lock capability [D]. Nanjing: Hohai University,2007.(in Chinese)
[6] 王小平,齐欢,肖恒辉,等.基于串联排队网络的三峡—葛洲坝水利枢纽联合调度模型[J].交通运输工程学报, 2006,6(3):82-86.
WANG Xiao-ping, QI Huan,XIAO Heng-hui,et al. The Three Gorges-The Gezhou Dam hydro-project joint scheduling model based on tandem queuing network[J].Journal of Transportation Engineering,2006,6(3):82-86.(in Chinese)
[7]黄海鸥,张玮,李骁春.基于排队理论的京杭运河船闸通过能力研究[J].武汉理工大学学报:交通科学与工程版,2009,33(3):604-607.
HUANG Hai-ou, ZHANG Wei, LI Xiao-chun.The study on Beijing-Hangzhou Canal lock capacity based on queuing theory[J].Journal of Wuhan University of Technology: Transportation Science and Engineering,2009,33(3):604-607.(in Chinese)
[8]WILSON, H. G.On the applicability of queuing theory to lock capacity analysis[J].Transportation Research Board, 1978, 12(3):175-180.
[9]BERTSIMAS D. An exact FCFS waiting time analysis for a general class of G/G/s queueing systems[J].Queueing System Theory and Application,1988,3(4):306-320.
[10]卢方勇,齐欢,曹杰,等.永久船闸运行闸室编排调度计算机应用与研究[J].计算机应用研究,2000,17(6):65-67.
LU Fang-yong, QI Huan, Cao Jie,et al. The computer application and research on operation of the permanent lock chamber scheduling [J].Application Research of Computers,2000,17(6):65-67.(in Chinese)