基于RBF神经网络的土石坝渗透系数反演及演化规律研究OA
Research on Inversion and Evolution Patterns of Permeability Coefficient for Earth-Rock Dams Based on RBF Neural Network
土石坝渗透系数的动态变化影响坝体渗流特性和稳定性.以某水库土石坝为研究对象,基于有限元数值模拟,构建渗流模型,结合RBF神经网络训练与反演,分析坝体水平与竖向渗透系数的演化规律.结果表明:(1)反演出的各向异性渗透系数中,随着年份的增加,水平渗透系数在逐渐减小,竖向渗透系数在逐渐增大;(2)反演出的各向同性渗透系数随着年份的增加在逐渐增大;(3)各向同性渗透系数得到的渗透压力曲线接近实测渗透压力曲线,说明RBF神经网络模型训练得到的各向同性渗透系数精度更高.
The dynamic variation of the permeability coefficient in earth-rock dams affects the seepage characteristics and stability of the dam body.Taking an earth-rock dam of a reservoir as the research subject,a seepage model is constructed based on finite element numerical simulation.Combined with Radial Basis Function(RBF)neural network training and inversion,the evolution patterns of the horizontal and vertical permeability coefficients of the dam body are analyzed.The results show that:(1)Among the inverted anisotropic permeability coefficients,the horizontal permeability coefficient gradually decreases with the increase of years,while the vertical permeability coefficient gradually increases.(2)The inverted isotropic permeability coefficient gradually increases over the years.(3)The seepage pressure curve obtained from the isotropic permeability coefficient is close to the measured seepage pressure curve,indicating that the isotropic permeability coefficient obtained through the RBF neural network model training has higher accuracy.
陈功元
安徽省淠史杭灌区管理总局,安徽 六安 237100
建筑与水利
土石坝RBF神经网络模型渗透系数反演数值模拟
Earth-rock damRBF neural network modelPermeability coefficient inversionNumerical simulation
《陕西水利》 2026 (2)
32-35,4
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