长江科学院院报 ›› 2018, Vol. 35 ›› Issue (6): 135-140.DOI: 10.11988/ckyyb.20171250

• 水利工程建设与管理 • 上一篇    下一篇

基于Leaderrank的高拱坝场内施工道路复杂网络重要节点挖掘与分析

黄建文1a,1b,张一弛1a,袁华1a,黄敏1a,龚世柒2a,姜海龙2b   

  1. 1.三峡大学 a.水利与环境学院; b.水电工程施工与管理湖北省重点实验室,湖北 宜昌 443002;
    2.中国葛洲坝集团股份有限公司 a.白鹤滩施工局,四川 凉山 615400; b.向家坝施工局,四川 宜宾 644000
  • 收稿日期:2017-11-01 修回日期:2017-12-18 出版日期:2018-06-01 发布日期:2018-06-16
  • 作者简介:黄建文(1977-),男,湖北黄陂人,副教授,博士,硕士生导师,主要从事工程项目管理方面的研究。E-mail:jwhuang@ctgu.edu.cn
  • 基金资助:
    水库移民研究中心湖北省高校人文社科重点研究基地开放基金项目(2015KF01);湖北省自然科学基金面上项目(2014CFB670);湖北省建设科技计划项目(KJ2016QT012)

Node Mining and Analysis of Road Network in Construction of High Arch Dam Based on Leaderrank

HUANG Jian-wen1,2, ZHANG Yi-chi1, YUAN Hua1, HUANG Ming1, GONG Shi-qi3, JIANG Hai-long4   

  1. 1.College of Hydraulic and Environmental Engineering, China Three Gorges University, Yichang 443002, China;
    2.Hubei Key Laboratory of Construction and Management in Hydropower Engineering, China Three Gorges University, Yichang 443002, China;
    3.Baihetan Construction Bureau of China Gezhouba Group Co.,Ltd., Liangshan 615400,China;
    4.Xiangjiaba Construction Bureau of China Gezhouba Group Co.,Ltd., Yibin 644000,China
  • Received:2017-11-01 Revised:2017-12-18 Online:2018-06-01 Published:2018-06-16

摘要: 高拱坝施工道路是保证高拱坝工程顺利实施的重要条件之一,由于其所处的环境较为复杂,不确定性因素很多,使得施工道路经常受到损坏。为使施工道路受到损坏后尽快恢复其应有的功能和运输强度,应用复杂网络理论,根据高拱坝施工场地特征,建立了高拱坝场内施工道路网络模型,并采用Leaderrank算法对道路网络的重要节点进行挖掘和验证。最后,运用工程实例,建立了一个具有23个节点的施工道路网络模型,通过对网络模型特征进行分析,并经节点失效验证,发现重要节点排序结果符合高拱坝施工道路实际情况。研究结果可以为高拱坝施工道路管理、抢修提供理论依据。

关键词: 高拱坝, 场内施工道路, 复杂网络, 小世界网络, Leaderrank, 重要节点挖掘

Abstract: Construction road is a crucial factor to ensuring the construction of high arch dam project; however, construction road is often damaged because of complex environment and uncertain factors. In an attempt to restoring the function and transport intensity of the damaged road as soon as possible, a network model for internal construction road of a high arch dam containing twenty-three nodes is established as case study based on complex network theory in line with the characteristic of high arch dam’s construction site. Leaderrank algorithm is employed for the mining and verification of important nodes of the road network. Node-failure mode verification results demonstrate that the node rank result accords with the actual project. The research could offer theoretical basis for road management and emergency maintenance of construction road for high arch dam.

Key words: high arch dam, roads in construction site, complex network, small world network, leaderrank, important node mining

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