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大坝变形监测的BP网络模型与预报研究
引用本文:杨杰,顾冲时,吴中如.大坝变形监测的BP网络模型与预报研究[J].西安理工大学学报,2001,17(1):25-29.
作者姓名:杨杰  顾冲时  吴中如
作者单位:1. 西安理工大学水利水电学院,河海大学水电学院,
2. 河海大学水电学院,
摘    要:建立有效实用的大坝安全监测模型,对于馆控大坝运行意义重大。针对目前国内外常用统计模型、确定性模型等的不足,提出将基于误差逆传播算法的BP神经网络模型用于大坝变形监测数据的拟合分析及其预测预报研究,最后以福建水口混凝土重力坝变形监测为例,对坝顶垂直位移实测值建立了BP网络模型,并将模型用于坝顶垂直位移预报,结果表明,BP网络模型的拟合和预报精度明显优于相应的统计模型。

关 键 词:大坝变形监测  拟合  预报模型  人工神经网络  BP算法
文章编号:1006-4710(2001)01-0025-05
修稿时间:2000年5月11日

Dam Deformation Monitoring Model and Forecast Based on BP Algo rithmof Artificial Neural Networks
YANG Jie ,WU Zhong ru ,GU Chong shi.Dam Deformation Monitoring Model and Forecast Based on BP Algo rithmof Artificial Neural Networks[J].Journal of Xi'an University of Technology,2001,17(1):25-29.
Authors:YANG Jie    WU Zhong ru  GU Chong shi
Institution:YANG Jie 1,2,WU Zhong ru 2,GU Chong shi 2
Abstract:With an aim at the shortage of statistic models and determinative models used in dam safety monitoring both home and abroad, the BP neural networks model based on error back propagation algorithm is suggested to use in research on the fitting analysis and prediction and monitoring of dam deformation. With the deformation monitoring of Shuikou concrete gravity dam in Fujian province as an example, BP networks model is established for the real measurement of vertical displacement of the dam crest, which can also be used in forecasting the vertical displacement of dam crest. The outcome shows that the accuracy of BP networks model is obviously superior to that of statistic model.
Keywords:dam deformation monitoring  simulation and forecast model  artificial neural networks  error back propagation algorithm  
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