基于水沙动力学机制与机器学习的滩岸崩退智能预测模型

An intelligent prediction model for bank retreat based on hydro-sediment dynamics mechanism and machine learning

  • 摘要: 冲积河流滩岸崩退问题突出,威胁河势稳定与防洪安全。为解决滩岸崩退定量预测难题,弥补传统机器学习算法在特征表征方面的局限性,本文构建融合水沙动力学机制与机器学习的智能预测框架,建立涵盖水沙动力条件、河床边界特征和前期河床变形的特征变量体系,通过集成K-最邻近算法和Lasso回归算法构建内嵌特征选择模块的崩退概率预测模型和崩退宽度预测模型,实现崩退概率与宽度的定量预测。以黄河下游铁谢至高村游荡型河段为研究对象,采用1999—2024年实测水沙和断面地形资料构建数据集,根据研究河段内崩退宽度的概率分布,将崩退划分为弱崩(<50 m)、强崩(50~110 m)和剧崩(>110 m)3个等级进行模型验证与应用。结果表明:模型能较为准确地预测滩岸崩退的发生及幅度,其中概率预测模型训练集、验证集和测试集准确率分别为0.97、0.80和0.86;宽度预测模型训练集、验证集和测试集平均绝对误差分别为13、48和48 m,测试集崩退等级准确率为0.83;将模型应用于2024年汛期滩岸崩退评估,成功预测了70%的崩退事件,其中崩退等级预测准确率为0.71。本文构建的智能预测框架可有效解决滩岸崩退定量预测难题,在冲积河流滩岸崩退预测中具备较高准确性与良好应用效果,能为保障河势稳定与防洪安全提供有效技术支持。

     

    Abstract: Severe riverbank retreat poses a significant threat to channel stability and flood control safety. To address the challenge of quantitatively predicting of bank retreat, an intelligent prediction framework was developed integrating physical mechanisms with machine learning. The framework enables quantitative forecasts of both the probability and the width of bank retreat. To overcome the limited feature-representation capability of conventional machine learning algorithms, a multidimensional feature system was established based on the dynamics of bank failure, incorporating flow and sediment conditions, channel boundary conditions, and preceding morphological changes of the riverbed. By coupling the K-nearest neighbor (KNN) algorithm and Lasso regression, two models were constructed: a bank-retreat probability model and a retreat-width model, both equipped with an embedded feature-selection module. The models were applied to a braided reach of the Lower Yellow River between Tiexie and Gaocun, using observed hydrological and cross-sectional topographic data from 1999 to 2024. Retreat widths were categorized into mild (<50 m), strong (50-110 m), and severe (>110 m) according to their probability distribution. The results indicate that the models can reliably predict both the occurrence and magnitude of bank retreat. The probability-prediction model achieved accuracies of 0.97, 0.80, and 0.86 for the training, validation, and test sets, respectively. The width-prediction model yielded mean absolute errors of 13 m, 48 m, and 48 m for the corresponding sets, and obtained an accuracy of 0.83 for retreat-level classification in the test set. Applied to the 2024 flood season, the models successfully predicted 70% of the bank-retreat events, with an accuracy of 0.71 for retreat-severity classification. The intelligent prediction framework developed in this study effectively addresses the challenge of quantitatively predicting bank retreat. It demonstrates high accuracy and good applicability in predicting bank-retreat processes in alluvial rivers, providing valuable technical support for ensuring channel stability and flood-control safety.

     

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