船舶与海洋工程

12.5 m深水航道测量船配备

  • 徐言民* ,
  • 杨 柯 ,
  • 关宏旭 ,
  • 刘 强 ,
  • 王 岩
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  • (武汉理工大学 航运学院,武汉 430063)
徐言民*(1976-),男,博士,教授,E-mail:whyanmin@163.com.

收稿日期: 2014-05-21

  修回日期: 2014-07-23

  网络出版日期: 2014-08-15

基金资助

国家自然科学基金资助项目(51109173);中央高校基本科研业务费专项资金资助项目(2013-Ⅱ-019);内河航运技术湖北省重点实验室.

Study on collocation for survey boat in the 12.5 meters deep waterway

  • XU Yan-min* ,
  • YANG Ke ,
  • GUAN Hong-xu ,
  • LIU Qiang ,
  • WANG Yan
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  • (School of Navigation, Wuhan University of Technology, Wuhan 430063,China)

Received date: 2014-05-21

  Revised date: 2014-07-23

  Online published: 2014-08-15

摘要

针对深水航道工程建成后航道测量船艇配备问题,分析深水航道建成后航道测量工作变化规律,得出现有测量船在性能和数量上无法满足深水航道维护需求的结论. 针对测量船数量问题,采用整数规划理论建立测量船配备模型,运用MATLAB软件对模型进行求解,并分析深水航道测量船应具备的性能,提出南京以下12.5 m深水航道测量船配备方案.

本文引用格式

徐言民* , 杨 柯 , 关宏旭 , 刘 强 , 王 岩 . 12.5 m深水航道测量船配备[J]. 大连海事大学学报, 2015 , 41(1) : 15 -19 . DOI: 10.16411/j.cnki.issn1006-7736.2015.01.004

Abstract

To solve the problem of the collocation for survey boat in deepwater, the characteristic of the measurement task in deep waterway was analyzed and it concluded that the quantity and quality of actual survey boats restricted the deep waterway maintenance task. Based on integer programming theory, a collocation model for survey boats was established so as to determine the quantity of survey boats. The software MATLAB was used to solve the model, and the performance of deepwater survey boats was analyzed. The collocation plan is proposed for survey boats in 12.5 meters deep waterway from Nanjing.

参考文献

[1]杨传华.内河航道智能微型测量船的设计与应用研究[J].武汉理工大学学报:交通科学与工程版,2013,37(4):809-812.
YANG Chuan-hua. Design and application of intelligent mini-survey boat[J]. Journal of Wuhan University of Technology: Transportation Science & Engineering, 2013,37(4): 809-812. (in Chinese)
[2]范平易,邹早建,汪淳.基于桥区水流数值模拟的桥墩对通航影响分析[J].中国航海,2010,33(1):37-41.
FAN Ping-yi, ZOU Zao-jian, WANG Chun. Analysis of piers influence on navigation based on numerical simulation of bridge area flow[J]. Navigation of China, 2010, 33(1); 37-41. (in Chinese)
[3]SECKIN G, ATABAY S. Experimental backwater analysis around bridge waterways[J]. Canadian Journal of Civil Engineering, 2005, 32(6): 1015-1029.
[4] KIMURA I, HOSODA T, ONADA S. Predictions of turbulent flows around a bridge pier using various numerical models[C]//Proceedings of the International Conference on Fluvial Hydraulics River Flow.2006:767-775.
[5]张杰.长江12.5 m深水航道对南京港物流发展影响及对策研究[D].大连:大连海事大学,2012.
ZHANG Jie. The countermeasures study of Nanjing port logistics with the development impact from 12.5 meters deep waterway of the Yangtze River[D]. Dalian: Dalian Maritime University, 2012. (in Chinese)
[6]李冰冻,李嘉,李克锋.丁坝水流的水槽试验及数值模拟研究[J].水动力学研究与进展A辑,2013,28(2):176-183.
LI Bing-dong, LI Jia, LI Ke-feng. Flume experiment and numerical simulation on flow around a spur dike[J]. Chinese Journal of Hydrodynamics, 2013,28(2): 176-183.(in Chinese)
[7]丁明雷,邹艳红,周冠男, 等.长江测绘成果管理应用系统研究[J].测绘科学,2013,38(5):66-68.
DING Ming-lei, ZOU Yan-hong, ZHOU Guan-nan, et al. Surveying and mapping information management and application system for Yangtze waterway[J]. Science of Surveying and Mapping, 2013,38(5): 66-68. (in Chinese)
[8]IBRAHEEM A. Linear programming with fuzzy objective function[C]// Proceedings of the 2013 10th International Conference on Information Technology: New Generations, ITNG 2013 Tenth International Conference.2013:777-778.
[9] VINCENTA T. SEIPPB F. RUZIKAB S, et al. Multiple objective branch and bound for mixed 0-1 linear programming: Corrections and improvements for the biobjectivecase[J]. Computers & Operations Research,2013,40(1):498-509.

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