王仁超,马钰明. 基于PCA和CS-KELM的重力坝变形预测模型[J]. 水利水运工程学报,2021(4):10-18. doi: 10.12170/20200610001
引用本文: 王仁超,马钰明. 基于PCA和CS-KELM的重力坝变形预测模型[J]. 水利水运工程学报,2021(4):10-18. doi: 10.12170/20200610001
(WANG Renchao, MA Yuming. Prediction model of gravity dam deformation based on PCA and CS-KELM[J]. Hydro-Science and Engineering, 2021(4): 10-18. (in Chinese)). doi: 10.12170/20200610001
Citation: (WANG Renchao, MA Yuming. Prediction model of gravity dam deformation based on PCA and CS-KELM[J]. Hydro-Science and Engineering, 2021(4): 10-18. (in Chinese)). doi: 10.12170/20200610001

基于PCA和CS-KELM的重力坝变形预测模型

Prediction model of gravity dam deformation based on PCA and CS-KELM

  • 摘要: 重力坝的变形与环境量之间存在复杂的非线性关系、使变形预测模型的输入自变量具有高维性,在一定程度上影响预测模型的精度和泛化能力。因此,提出一种将主成分分析、布谷鸟搜索算法和核极限学习机网络相结合的变形预测模型。该模型通过主成分分析法对与变形相关的水位、温度、时效影响因子进行主成分信息提取,优化网络模型的变量输入,同时采用优化性能更好的布谷鸟搜索算法确定核极限学习机网络的核参数和正则化系数。利用某重力坝的实测资料,对坝体沿坝轴方向和上下游方向的变形位移进行预测,与多种模型预测结果进行对比,并采用不同量化指标进行评价。结果表明,所提模型在两个方向的变形预测中,确定性系数R2分别为0.943和0.931,均高于传统的神经网络和逐步回归模型;在不同测点的上下游方向变形预测中,预测的精度和模型的泛化能力均优于对比模型,从而验证了该模型的可行性和优势。

     

    Abstract: The complex nonlinear mapping relationship between the deformation of gravity dam and various environmental quantities makes the input independent variables of the deformation prediction model have high dimension, which affects the accuracy and generalization ability of the prediction model to some extent. To solve the problems, a combined prediction model is proposed to combine principal component analysis, the cuckoo search algorithm, and the nuclear limit learning machine network. The model uses the principal component analysis method to extract the main component information of the water level, temperature, and time-dependent influencing factors related to deformation, and optimize the input of variables of the network model; furthermore, it uses the cuckoo search algorithm, which exhibits better optimization performance, so as to determine the kernel parameters and regularization coefficients of the kernel extreme learning machine network. With the measured data of a gravity dam, the deformation displacement of the dam in the direction of the dam axis and in the upstream and downstream directions is predicted, compared with those of various models, and evaluated with different quantitative indicators. The analysis results reveal that the certainty coefficients R2 of the proposed model in the two different directions are 0.943 and 0.931, respectively, which are higher than those of the traditional neural network model and the stepwise regression model. In the upstream and downstream directions, deformation predictions of different measurement points, the accuracy and generalization ability of the model are better than those of the comparison model, thus verifying the feasibility and advantages of the model.

     

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