Journal
ADVANCES IN ENGINEERING SOFTWARE
Volume 57, Issue -, Pages 48-56Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.advengsoft.2012.11.015
Keywords
Dam safety monitoring; Environmental variables; Latent variables; Square prediction error; Contributions plot; Support vector machines
Categories
Funding
- National Natural Science Foundation of China [51279052, 51139001]
- Program for New Century Excellent Talents in University [NCET-11-0628]
- Special Fund of State Key Laboratory of China [2010585212]
- Ministry of Water Resources Public Welfare Industry Research Special Fund Project [201101013]
Ask authors/readers for more resources
In this paper, the complex relationship between environmental variables and dam static response is expressed using composition of functions, including nonlinear mapping and linear mapping. The environmental effect and noise disturbance is successfully separated from the monitoring data by analysis of the covariance matrix of multivariate monitoring data of dam response. Based on this separation process, two multivariate dam safety monitoring models are proposed. In model I, the upper control limits (UCLs) are calculated by performing kernel density estimation (KDE) on the square prediction error (SPE) of the offline data. For new monitoring data, we can judge whether they are abnormal by comparing the newly calculated SPE with the UCL When abnormal data are detected, the SPE contribution plots and the SPE control chart of the new monitoring data are jointly used to qualitatively identify the reason for the abnormalities. Model II is a dam monitoring model based on latent variables that can be calculated from the separation process of the environmental and noise effects. The least squares support vector machines (LS-SVMs) model is adopted to simulate the nonlinear mapping from environmental variables to latent variables. The latent variables are predicted, and the prediction interval is calculated to provide a control range for the future monitoring data. The two monitoring models are applied to analyze the monitoring data of the horizontal displacement and hydraulic uplift pressure of a roller-compacted concrete (RCC) gravity dam. The analysis results demonstrate the good performance of the two models. (C) 2012 Elsevier Ltd. All rights reserved.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available