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Estimation of permeability of foundation of gravity dam with artificial neural network

机译:人工神经网络重力坝基础渗透性估算

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The mathematical model of underground water flow is introduced as basis to identify the permeability coefficients of rock foundation by observing the water heads of the underground water flow. The artificial neural network is applied to estimate the he permeability coefficients. The weights of neural network are trained by using BFGS optimization algorithm which has a fast convergent ability. The parameter identification results illustrate that the proposed neural network has not only higher computing efficiency but also better identification accuracy. According to identified permeability coefficients of the rock foundation, the seepage field of gravity dam and its rock foundation is computed by using finite element method. The numerically computational results with finite element method show that the forecasted water heads at observing points according to identified parameters can precisely agree with the observed water heads.
机译:地下水流的数学模型被引入基础,以通过观察地下水流的水头来识别岩石基础的渗透系数。应用人工神经网络来估计他渗透系数。通过使用具有快速收敛能力的BFGS优化算法训练神经网络的权重。参数识别结果说明所提出的神经网络不仅具有更高的计算效率,而且还具有更好的识别精度。根据岩石基础的透明系数,通过使用有限元方法计算重力坝及其岩石基础的渗流场。具有有限元方法的数值计算结果表明,根据所识别的参数观察点的预测水头可以与观察到的水头完全一致。

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