A hybrid interval displacement forecasting model for reservoir colluvial landslides with step-like deformation character
- PDF / 8,368,097 Bytes
- 24 Pages / 595.276 x 790.866 pts Page_size
- 108 Downloads / 183 Views
ORIGINAL PAPER
A hybrid interval displacement forecasting model for reservoir colluvial landslides with step-like deformation characteristics considering dynamic switching of deformation states Linwei Li1 • Yiping Wu1
•
Fasheng Miao1 • Yang Xue1 • Yepiao Huang2
Accepted: 17 October 2020 Ó Springer-Verlag GmbH Germany, part of Springer Nature 2020
Abstract Constructing an accurate and dependable displacement forecasting model is a prerequisite for realizing effective early warning systems of landslide disasters. To overcome the drawbacks of previous displacement prediction models for landslides with step-like deformation characteristics, such as the low prediction accuracy of the mutational displacements and the unclear reliability of the prediction results, we propose a novel hybrid interval forecasting model. This model consists of four parts. First, clustering by fast search and find of density peaks is implemented to distinguish the deformation states of the landslide. Second, the ensemble classifier based on the random forest algorithm is established to identify the deformation states. Third, based on the wild bootstrap, kernel extreme learning machine, and back propagation neural network approaches, the ensemble regressors under different deformation states are built. Finally, by combining the ensemble classifier and ensemble regressors, an interval prediction framework is constructed to realize the dynamic interval prediction of landslide displacement. Taking the Baishuihe landslide as an example, the datasets of three monitoring sites from June 2006 to December 2016 are used to verify the accuracy and reliability of the proposed model. The results show that the proposed model can effectively improve the prediction accuracy of mutational displacements, with the root mean square errors of 28.19 mm, 14.21 mm, and 34.44 mm and the R-squares of 0.9827, 0.9955, and 0.9903, respectively. Moreover, the reliability of the prediction results obtained using this model can be expressed in the flexible prediction intervals (PIs) under different deformation states. The coverage width-based criteria of PIs at 90% nominal confidence are 140.38 mm, 86.61 mm, and 173.68 mm, respectively. In conclusion, the proposed model provides a good basis for developing early warning systems for landslides with step-like deformation characteristics.
2
& Yiping Wu [email protected]
Guiyang Engineering Corporation Limited of Power China, Guiyang 550081, China
Linwei Li [email protected] Fasheng Miao [email protected] Yang Xue [email protected] Yepiao Huang [email protected] 1
Faculty of Engineering, China University of Geosciences, Wuhan 430074, China
123
Stochastic Environmental Research and Risk Assessment
1 Introduction Landslides are one of the most common and significant geological hazards in nature, resulting in thousands of casualties and billions of dollars in losses every year worldwide (Gorsevski et al. 2003). Due to its unique geological, climatical, and environmental conditions, the Three Gorges Reservoir
Data Loading...