文章摘要
李莉贞, 曾志全, 黄 勇, 杨 杰, 宋锦焘.基于ARMA-GMDH的水利工程变形预测模型Journal of Water Resources and Water Engineering[J].,2022,33(1):164-170
基于ARMA-GMDH的水利工程变形预测模型
Deformation prediction model for water conservancy projects based on ARMA-GMDH
  
DOI:10.11705/j.issn.1672-643X.2022.01.23
中文关键词: 水利工程变形  监控模型  预测分析  GMDH算法  ARMA算法
英文关键词: deformation of water conservancy project  monitoring model  prediction analysis  group method of data dandling (GMDH)  auto regressive moving average (ARMA)
基金项目:国家自然科学基金项目(52039008、52109166);陕西省水利科技计划项目(2018SLKJ-5)
Author NameAffiliation
LI Lizhen1,2, ZENG Zhiquan3, HUANG Yong3, YANG Jie1,2, SONG Jintao1,2 (1.西安理工大学 水利水电学院 陕西 西安 710048 2.西北旱区生态水利工程国家重点实验室陕西 西安 710048 3.中国电建集团华东勘测设计研究院有限公司 浙江 杭州 311122) 
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中文摘要:
      变形监测数据是定量评价水利工程结构安全的重要依据。水利工程变形数据是一种典型的非平稳信号,同时包含线性成分与非线性成分。针对水利工程变形的线性成分和非线性成分特征,分别利用针对线性信号的自回归移动平均模型和非线性信号的数据分组处理方法,构建了一种基于ARMA-GMDH的组合预测模型对水利工程的变形进行预测。工程实例表明,该方法可以有效地对水利工程变形的线性及非线性成分进行预测,与多个预测方法结果进行对比发现所提出的组合模型具有较高的预测精度,且与实测数据具有相似的变形趋势,可以分别对变形的线性及非线性成分规律进行分析,综合判断结构的变形趋势和安全性态,因此具有一定的工程应用价值。
英文摘要:
      Deformation monitoring data is an important basis for the quantitative evaluation of structural safety of water conservancy projects. The deformation data of water conservancy projects is a type of typical non-stationary signal, which contains both linear and nonlinear components. According to the characteristics of these components, a combined analysis model based on auto regressive moving average and group method of data dandling (ARMA-GMDH) is constructed to predict the deformation of hydraulic engineering by using the auto regressive moving average model for linear signal and the data grouping method for nonlinear signal. The engineering example shows that the proposed method can effectively predict the linear and nonlinear components of the deformation of water conservancy projects. Compared with the results of several prediction methods, it is found that the proposed combined model has higher prediction accuracy and presents similar deformation trend with the measured data. So, it is applicable to the analysis of both the linear and nonlinear components of the deformation and in turn evaluate the deformation trend and safety status of the hydraulic structure. Therefore, the proposed model has a certain engineering application value.
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