SEA WALL MONITORING MODEL BASED ON RADIAL BASIS FUNCTION AND DISTINGUISHABILITY ON ITS FORECAST CONFIDENCE LEVEL
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摘要: 为对土石材料修筑的海堤运行状态实施有效分析和预测,在因果关系分析基础上,选取前期潮位因子、积分型降雨因子和时效因子,以径向基函数(RBF)神经网络为建模工具,结合实测序列特点,采用模糊C 均值聚类算法比较确定计算中心,建立海堤安全监控RBF 模型,实现海堤状态量的预测;在对模型误差序列的大小、趋势和分布特征分析基础上,提出基于置信度的预测效果的假设检验方法,并在给定置信水平下对不同预测时长的稳定性予以比较;以实例建立模型并对其训练及预测效果加以分析判别。Abstract: To analyze and forecast sea wall working state,a sea wall monitoring model was established by thefollowing steps: selecting former tidewater factor,integral rain factor and time effect factor based on causality study,using radial basis function ( RBF ) artificial neural network as modeling tool, considering monitoring datacharacteristics,and using fuzzy C-mean algorithm(FCM) to confirm RBF centers. And then,the forecast of sea wallworking state was realized by the methods below: errors of the model were studied,including error values,trend anddistribution,based on these,a hypothesis testing method was presented to evaluate forecast results consideringconfidence level,and stabilities of different forecast length was compared on a same confidence level,finally theinstance model were set up,the training and forecast effects were analyzed.
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Key words:
- sea wall safety monitoring /
- RBF model /
- forecast error /
- confidence level /
- hypothesis testing
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