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基于ARIMA-ANN的大坝安全监控模型
引用本文:王锋,苏怀智,荆凯.基于ARIMA-ANN的大坝安全监控模型[J].武汉大学学报(工学版),2010,43(5).
作者姓名:王锋  苏怀智  荆凯
作者单位:河海大学水文水资源与水利工程科学国家重点实验室,江苏,南京,210098;河海大学水利水电学院,江苏,南京,210098
摘    要:坝体的变形能反映建筑物的运行状况,受各种复杂因素影响,坝体变形监测数据是一个不平稳的时间序列.基于传统时间序列不能解决非平稳数据,使用自回归求和滑动平均序列建立模型,结合工程实例进行坝体变形监测数据的拟合与预测,并用BP神经网络进行误差预测,得到最终预测值.经过实际大坝的数据建模检验,建模方法可行,预测结果精度高,在大坝安全监测中具有较好的实用性.

关 键 词:时间序列模型  ARIMA-ANN模型  BP神经网络  大坝安全监测

Dam safety monitoring model based on ARIMA-ANN
WANG Feng,SU Huaizhi,JING Kai.Dam safety monitoring model based on ARIMA-ANN[J].Engineering Journal of Wuhan University,2010,43(5).
Authors:WANG Feng  SU Huaizhi  JING Kai
Abstract:Affected by various complicated factors,dam deformation monitoring data is a nonstationary time series.Based on the traditional time-series we can not solve the nonstationary data.Autoregressive integrated moving average(ARIMA)model is used to fit and forecast data.The BP neural network is used to predict error.The dam deformation data fitting analysis and forecasting research show that the ARIMAANN model is not only quickly enough to improve the efficiency of the algorithm,but also has a good effect in fitting with monitoring data,so as to improve forecast accuracy a lot.
Keywords:time series  ARIMA-ANN model  BP neural network  dam safety monitoring
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