JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2019, Vol. 36 ›› Issue (8): 67-72.DOI: 10.11988/ckyyb.20181194

• ENGINEERING SAFETY AND DISASTER PREVENTION • Previous Articles     Next Articles

A Combinatorial Wavelet-EGM-PE-ARIMA Model for Predicting Concrete Dam Deformation

WANG Cheng1,2,3,YANG Guang1,2,3,ZU An-jun1,2,3,CHEN Yue1,2,3,YIN Wen-zhong1,2,3, QIU Xiao-qin4   

  1. 1.State Key Laboratory of Hydrology Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;
    2.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210098,China;
    3. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;
    4.College of Science &Technology, Agricultural University of Hebei, Baodin 071066, China
  • Received:2018-11-22 Revised:2019-02-14 Online:2019-08-01 Published:2019-08-15

Abstract: The total deformation of concrete dam can be attributed to the deformation caused by water pressure, temperature and time, among which the deformations caused by water pressure and temperature are reflected as periodic components, while the aging deformation as trend component. In this paper, a combinatorial deformation prediction model for concrete dam is established by integrating wavelet decomposition, Even Grey Model (EGM), Periodic Extension (PE), and Autoregressive Integrated Moving Average (ARIMA) model. Wavelet is employed to decompose the trend items and periodic items in the time series of dam deformation; EGM for the effective prediction of trend term, and PE model for periodic term; ARIMA model is adopted for the prediction of residuals of EGM and PE model. An engineering case study verifies the effectiveness of the present model. The results show that the time series of dam deformation can be fitted and predicted effectively by this combined model, in which the variation law of each deformation component of the dam is considered. The fitting accuracy and prediction accuracy of the combined model are both superior to those of traditional statistical model.

Key words: concrete dam, deformation prediction, wavelet analysis, EGM(1,1), periodic extension model, ARIMA

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