长江科学院院报 ›› 2016, Vol. 33 ›› Issue (2): 42-47.DOI: 10.11988/ckyyb.20140833

• 工程安全与灾害防治 • 上一篇    下一篇

基于熵理论的锦屏一级拱坝空间变形预警指标拟定研究

殷详详1, 周钟1, 赵二峰2a,2b   

  1. 1.中国电建集团 成都勘测设计研究院有限公司,成都 610072;
    2.河海大学 a.水文水资源与水利工程科学国家重点实验室; b.水资源高效利用与工程安全国家工程研究中心, 南京 210098
  • 收稿日期:2014-09-25 出版日期:2016-02-01 发布日期:2016-02-17
  • 通讯作者: 赵二峰(1986-), 男, 安徽涡阳人,副教授,硕士研究生导师, 主要从事水工建筑物安全评价及健康诊断方面的研究,(电话)13770723001(电子信箱)zhaoerfeng@hhu.edu.cn。
  • 作者简介:殷详详(1990-),男,湖北孝感人,助理工程师,硕士, 主要从事水电站设计工作,(电话)17608006127(电子信箱) 372491010@qq.com。
  • 基金资助:
    国家自然科学基金项目(51209077, 51139001);中央高校基本科研业务费项目(2012B07214);新世纪优秀人才支持计划资助(NCET-11-0628);高等学校博士学科点专项科研基金(20120094110005)

Determination of Prewarning Index for Spatial Deformation of High Arch Dam in Jinping I Hydropower Station Based on Entropy Theory

YIN Xiang-xiang1, ZHOU Zhong1, ZHAO Er-feng2,3   

  1. 1.Hydrochina Chengdu Engineering Corporation Limited, Chengdu 610072, China;
    2.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;
    3.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University,Nanjing 210098, China
  • Received:2014-09-25 Online:2016-02-01 Published:2016-02-17

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摘要： 锦屏一级拱坝已建成处于初次蓄水阶段,由于左岸边坡的持续变形对坝体弦长变形有一定影响,为使工程安全运行,拟定了弦长的空间变形预警指标。先利用改进的熵值法求得各测点的熵权,然后由信息熵的定义给出单测点变形熵的表达式,在此基础上再构建各测点的空间变形熵,最后运用最大熵理论给出了弦长空间变形熵的概率密度函数,并对弦长空间变形熵预警指标进行了拟定,结果表明该方法高效可行,可为大坝安全运行提供参考。

关键词: 熵理论, 弦长值法, 左岸边坡, 锦屏一级拱坝, 预警指标

Abstract: Jinping I high arch dam has been constructed and is in the first impoundment period. But the persistent slope deformation at the left bank is affecting the chord length of the dam. In order to guarantee safe operation of the project, we determine space deformation about chord length as prewarning index. First of all, we calculate the entropy weight of each measured point by modified entropy method. Then we give the expression of deformation entropy of single measured point based on information entropy. On the basis of this, we establish the entropy of space deformation of each measured point. At last, we use the maximum entropy theory to generate the probability density function of space deformation entropy of chord length , and determine the prewarning index of the entropy. The results indicate that this method is highly effective and practicable, and provides reference for the safe operation of dam.

Key words: entropy theory, chord length method, slope at left bank, arch dam of Jinping I, prewarning index

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