Seepage prediction model of earth-rockfill dams based on RUN-XGBoost algorithm
CSTR:
Author:
Affiliation:

(1.State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an University of Technology, Xi’an 710048,China;2.Institute of Water Resources and Hydro-Electric Engineering, Xi’an University of Technology, Xi’an 710048, China)

Clc Number:

TV698.1+2;TV641

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    Aiming at the problems of local optimality, poor interference resistance, and low prediction accuracy of the traditional seepage monitoring model for earth-rockfill dams, through optimization of the Extreme Gradient Boosting (XGBoost) algorithm (RUN-XGBoost algorithm) by the Runge Kutta optimizer (RUN) algorithm, a RUN-XGBoost model was constructed to obtain better seepage prediction results.The RUN algorithm is applied to improve the three main parameters of the XGBoost algorithm during the initialization of the population, which gives high validity to the prediction results.The overall convergence speed and prediction accuracy of the algorithm are improved by automatic searching for the optimal parameter.A stochastic variance factor is also introduced to enable the algorithm to exclude local minima and continue the search to obtain a globally optimal result.The validation results of engineering examples show that the RUN-XGBoost model has the advantages of simplicity, high efficiency, high prediction accuracy and robustness.

    Reference
    Related
    Cited by
Get Citation

马春辉,侯媛媛,杨杰,等.基于RUN-XGBoost算法的土石坝渗流预测模型[J].水利水电科技进展,2024,44(2):72-78.(MA Chunhui, HOU Yuanyuan, YANG Jie, et al. Seepage prediction model of earth-rockfill dams based on RUN-XGBoost algorithm[J]. Advances in Science and Technology of Water Resources,2024,44(2):72-78.(in Chinese))

Copy
Related Videos

Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:April 22,2023
  • Revised:
  • Adopted:
  • Online: March 17,2024
  • Published:
Article QR Code