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    基于时间序列分解和多变量混沌模型的滑坡阶跃式位移预测

    黄发明 殷坤龙 杨背背 李喜 刘磊 付小林 刘小文

    黄发明, 殷坤龙, 杨背背, 李喜, 刘磊, 付小林, 刘小文, 2018. 基于时间序列分解和多变量混沌模型的滑坡阶跃式位移预测. 地球科学, 43(3): 887-898. doi: 10.3799/dqkx.2018.909
    引用本文: 黄发明, 殷坤龙, 杨背背, 李喜, 刘磊, 付小林, 刘小文, 2018. 基于时间序列分解和多变量混沌模型的滑坡阶跃式位移预测. 地球科学, 43(3): 887-898. doi: 10.3799/dqkx.2018.909
    Huang Faming, Yin Kunlong, Yang Beibei, Li Xi, Liu Lei, Fu Xiaolin, Liu Xiaowen, 2018. Step-Like Displacement Prediction of Landslide Based on Time Series Decomposition and Multivariate Chaotic Model. Earth Science, 43(3): 887-898. doi: 10.3799/dqkx.2018.909
    Citation: Huang Faming, Yin Kunlong, Yang Beibei, Li Xi, Liu Lei, Fu Xiaolin, Liu Xiaowen, 2018. Step-Like Displacement Prediction of Landslide Based on Time Series Decomposition and Multivariate Chaotic Model. Earth Science, 43(3): 887-898. doi: 10.3799/dqkx.2018.909

    基于时间序列分解和多变量混沌模型的滑坡阶跃式位移预测

    doi: 10.3799/dqkx.2018.909
    基金项目: 

    国家自然科学基金项目 41572292

    江西省自然科学基金项目 20161RAR206126

    详细信息
      作者简介:

      黄发明(1988-), 男, 博士, 研究方向为滑坡灾害预测预报

      通讯作者:

      殷坤龙

    • 中图分类号: P694

    Step-Like Displacement Prediction of Landslide Based on Time Series Decomposition and Multivariate Chaotic Model

    • 摘要: 三峡库区某些库岸滑坡在强降雨、库水位涨落等诱发因素影响下,其位移时间序列表现出阶跃式变化特征且可能存在混沌特性.但目前常用于滑坡位移预测的混沌模型,均建立在单变量混沌理论的基础之上.且已有的考虑了诱发因素的常规多变量模型,大都采用经验性的方法来选取输入变量;常规多变量模型对滑坡位移序列的非线性特征,及其与诱发因素间的动态响应关系缺乏数学理论上的深入分析.因此,提出一种基于指数平滑法、多变量混沌模型和极限学习机(extreme learing machine,ELM)的滑坡位移组合预测模型.指数平滑多变量混沌ELM模型首先对滑坡累积位移序列的混沌特性进行识别;然后用指数平滑法对累积位移进行预测,得到趋势项位移,并用累积位移减去趋势项位移得到剩余的波动项位移;之后对波动项位移及降雨量、库水位变化量这3个因子进行多变量相空间重构,并用ELM模型对多变量重构后的波动项位移进行预测;最后将预测得到的趋势项和波动项位移值相加,得到最终的累积位移预测值.以三峡库区白水河滑坡ZG93监测点的累积位移作为实例进行分析,并将模型与指数平滑多变量混沌粒子群-支持向量机(PSO-SVM)模型、指数平滑单变量混沌ELM模型作对比.结果表明滑坡位移序列存在混沌特性,模型能有效预测滑坡位移,其预测效果优于对比模型.且本文模型从混沌理论的角度将波动项位移与降雨量、库水位变化量的动态响应关系进行综合分析,更能反映滑坡位移系统演化的物理本质.

       

    • 图  1  指数平滑多变量混沌ELM模型流程

      Fig.  1.  Flow chat of the coupling DES and multivariable chaotic ELM model

      图  2  白水河滑坡平面图和监测点布置图

      Fig.  2.  Topographical map of the Baishuihe landslide, with location of monitoring points

      图  3  GPS监测点累积位移值

      Fig.  3.  GPS monitoring cumulative displacement values

      图  4  ZG93监测点累积位移最佳嵌入维(a)和最大Lyapunov指数(b)

      Fig.  4.  The optimal embedding dimension calculation result (a) and largest Lyapunov exponential value (b) of cumulative displacement of ZG93

      图  5  二次指数平滑法提取滑坡趋势项和波动项位移

      Fig.  5.  Time series decomposition of cumulative displacement of ZG93 using DES method

      图  6  滑坡月波动项位移与月降雨量、月平均库水位相关性曲线

      Fig.  6.  The correlation curve of periodic displacement and rainfall, reservoir water level of ZG93 point

      图  7  波动项位移最佳嵌入维(a)和最大Lyapunov指数值(b)

      Fig.  7.  The optimal embedding dimension (a) and largest Lyapunov exponential value (b) of periodic displacement

      图  8  月降雨量(a)和月库水位变化量(b)的嵌入维

      Fig.  8.  Optimal embedding dimensions of monthly rainfall (a) and monthly water level change (b)

      图  9  不同模型的月波动项位移预测值对比

      Fig.  9.  Comparison between predicted and measured periodic displacement by different models

      图  10  滑坡最终累积位移预测结果对比

      Fig.  10.  Comparison of predicted and measured cumulative displacement

      表  1  波动项位移预测模型精度对比

      Table  1.   Prediction performance comparison of periodic displacement by different models

      Models RMSE(mm) R2
      多变量混沌ELM 23.71 0.908
      单变量混沌ELM 47.67 0.661
      多变量混沌PSO-SVM 24.86 0.898
      下载: 导出CSV
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