首页> 外文期刊>KSCE journal of civil engineering >Research on Prediction of Dam Seepage and Dual Analysis of Lag-Sensitivity of Influencing Factors Based on MIC Optimizing Random Forest Algorithm
【24h】

Research on Prediction of Dam Seepage and Dual Analysis of Lag-Sensitivity of Influencing Factors Based on MIC Optimizing Random Forest Algorithm

机译:基于MIC优化随机森林算法的大坝渗漏预测及影响因素滞后敏感性双重分析研究

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

The seepage of the dam is an important representation of the operation characteristics of the dam, and there are many factors affecting the seepage with a certain lag. It is still difficult to predict its change and sensitivity because of complex operating conditions. At present, the lag- sensitivity of influence factors of the dam seepage has not been studied. The time series influence factors of seepage are determined by HTRT (hydrostatic-thermal-rainfall-time) model in this paper. To avoid the pseudo fitting of conventional methods, HTRT model nested random forest algorithm is used to establish the predicting model of the dam seepage. And MIC algorithm is used to achieve the dual purposes of time lag and sensitivity analysis. Firstly, the time lag of relationship between seepage and its influencing factors is characterized, and the most appropriate lag time of the HTRT model factors is determined. Secondly, independent correlation analysis on all influencing factors is carried out and the sensitivity of each factor is analyzed by MIC. Meanwhile, the sensitivity of the factors to seepage is quantitatively analyzed by the two parameters of lncMSE and IncNodePurity of RF algorithm. The sensitivity of influencing factors is analyzed by comparing MIC results with RF results. Combined with the case, taking the error of fitting prediction as the evaluation index of seepage prediction, the prediction accuracy of MIC-RF model, RF model and MIC-BPNN (Back Propagation neural network) model is calculated and compared. Case study showed that MIC- RF monitoring model has high prediction accuracy, strong adaptability and high robustness in dam seepage, and the sensitivity and time lag of influencing factors can be quantitatively analyzed. The water pressure and rainfall of the lag time are 14 days and 16 days respectively. The sensitivity study of the time series influencing factors of seepage showed that the water pressure component is the main controlling factor of seepage, and rainfall component is more sensitive to later stage. The MIC-RF model can be used as a new dam seepage safety monitoring model.
机译:大坝的渗流是大坝运行特点的重要代表,影响渗流的因素很多,有一定的滞后性。由于复杂的操作条件,仍然难以预测其变化和灵敏度。目前,大坝渗流影响因素的滞后敏感性尚未得到研究。本文采用HTRT(Hydrostatic-Thermal-Rainfall-Time)模型确定了渗流的时间序列影响因素。为避免传统方法的伪拟合,采用HTRT模型嵌套随机森林算法建立大坝渗流预测模型。并采用MIC算法实现时滞和灵敏度分析的双重目的。首先,表征了渗流与其影响因素之间关系的时间滞后,确定了HTRT模型因素最合适的滞后时间;其次,对所有影响因素进行独立相关性分析,并利用MIC分析各因素的敏感性;同时,通过RF算法的%lncMSE和IncNodePurity两个参数定量分析了渗流因子的敏感性。通过将MIC结果与RF结果进行比较,分析了影响因素的敏感性。结合案例,以拟合预测误差作为渗流预测的评价指标,计算并比较了MIC-RF模型、RF模型和MIC-BPNN(反向传播神经网络)模型的预测精度。算例分析表明,MIC-RF监测模型对大坝渗流具有较高的预测精度、较强的适应性和较高的鲁棒性,可以定量分析影响因素的敏感性和时滞性。滞后时间的水压和降雨量分别为14 d和16 d。对渗流时间序列影响因素的敏感性研究表明,水压分量是渗流的主要控制因素,降雨分量对后期更为敏感。MIC-RF模型可作为新型大坝渗流安全监测模型。

著录项

  • 来源
    《KSCE journal of civil engineering》 |2023年第2期|508-520|共13页
  • 作者单位

    College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China, Dept. of Civil and Architectural Engineeri;

    College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China;

    Dept. of Civil and Architectural Engineering, Aarhus University, Aarhus C 8000, DenmarkCollege of Hydraulic Science and Engineering, Yangzhou University, Yangzhou 225009, China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 英语
  • 中图分类
  • 关键词

    Seepage prediction; Dam; MIC; Random forest algorithm; Influencing factors; Time lag;

    机译:渗流预测;大坝;麦克风;随机森林算法;影响因素;时间滞后;
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号