基于双向流固耦合模型的采空区汇水流场水压极限预警研究

    Research on water pressure limit warning of goaf catchment flow field based on bidirectional fluid structure coupling model

    • 摘要: 煤矿采空区地质环境复杂多变,其内部发育的断层、裂隙及褶皱等地质构造不仅分布特征难以精确掌握,更会显著改变地下水的运移路径和水压分布格局。在面临大规模地下水流动、复杂地质构造耦合作用及水压动态变化等多重不确定性因素时,传统监测技术存在适应性不足、预警精度有限等突出问题。为此,提出了一种基于双向流固耦合理论的采空区汇水流场水压极限预警方法。建立采空区汇水流场的双向流固耦合模型,通过COMSOL Multiphysics多物理场仿真平台实现了对流体流动与岩体变形耦合作用的精确模拟,获取了包括流体压力场、速度场及流固相互作用力场等关键参数。针对海量监测数据中的信息冗余问题,采用局部稀疏无监督特征选择算法对原始数据进行降维处理,有效提取出最能反映水压状态变化的关键特征数据集。基于支持向量机建立了水压极限预警模型,通过核函数映射将非线性问题转化为高维空间中的线性可分问题,实现了对采空区水压状态的智能预测与分级预警。实验结果表明,所提出的双向流固耦合模型在数据准确性方面表现优异,模拟值与实测值的流体压力、流速及流固作用力数据均保持高度一致。特征选择环节通过局部稀疏无监督方法显著降低了数据冗余度,有效提升了特征集的独立性。在预测性能方面,本研究的双向流固耦合SVM预测法相较于传统方法整体预警准确率高、高危状态识别率高且误报率低,满足实时预警需求。这些数据充分验证了该方法在采空区水压预警中的可靠性和工程适用性。

       

      Abstract: The geological environment of coal mine goaf is complex and varied, and the geological structures such as faults, fractures, and folds developed inside are not only difficult to accurately grasp, but also significantly change the migration path and water pressure distribution pattern of groundwater. When facing multiple uncertain factors such as large-scale groundwater flow, complex geological structure coupling, and dynamic changes in water pressure, traditional monitoring techniques have prominent problems such as insufficient adaptability and limited warning accuracy. Therefore, a water pressure limit warning method of goaf catchment flow field based on bidirectional fluid structure coupling theory is proposed. A bidirectional fluid solid coupling model is established for the catchment flow field in goaf, and the precise simulation of the coupling effect between fluid flow and rock deformation is achieved through the COMSOL Multiphysics multi physics simulation platform. Key parameters including fluid pressure field, velocity field, and fluid solid interaction force field are obtained. To address the issue of information redundancy in massive monitoring data, a local sparse unsupervised feature selection algorithm is used to reduce the dimensionality of the original data, effectively extracting the key feature dataset that best reflects changes in water pressure status. A water pressure limit warning model is established based on support vector machine. Nonlinear problems are transformed into linearly separable problems in high-dimensional space through kernel function mapping, achieving intelligent prediction and graded warning of water pressure status in goaf. The experimental results show that the proposed bidirectional fluid structure coupling model performs well in terms of data accuracy, and the simulated and measured fluid pressure, flow velocity, and fluid structure interaction force data are highly consistent. The feature selection process significantly reduces data redundancy through local sparse unsupervised methods, effectively improving the independence of the feature set. In terms of predictive performance, the bidirectional fluid structure coupling SVM prediction method proposed in this study has higher overall warning accuracy, higher high-risk state recognition rate, and lower false alarm rate compared to traditional methods, meeting the real-time warning requirements. This data fully validates the reliability and engineering applicability of the method in water pressure warning of goafs.

       

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