王孝坤,郑禄林,兰红,等. 基于LDA-RBF及综合赋权法的顶板突水危险性评价[J]. 煤矿安全,2024,55(4):187−196. doi: 10.13347/j.cnki.mkaq.20230509
    引用本文: 王孝坤,郑禄林,兰红,等. 基于LDA-RBF及综合赋权法的顶板突水危险性评价[J]. 煤矿安全,2024,55(4):187−196. doi: 10.13347/j.cnki.mkaq.20230509
    WANG Xiaokun, ZHENG Lulin, LAN Hong, et al. Roof water inrush risk assessment based on LDA-RBF and comprehensive weighting method[J]. Safety in Coal Mines, 2024, 55(4): 187−196. doi: 10.13347/j.cnki.mkaq.20230509
    Citation: WANG Xiaokun, ZHENG Lulin, LAN Hong, et al. Roof water inrush risk assessment based on LDA-RBF and comprehensive weighting method[J]. Safety in Coal Mines, 2024, 55(4): 187−196. doi: 10.13347/j.cnki.mkaq.20230509

    基于LDA-RBF及综合赋权法的顶板突水危险性评价

    Roof water inrush risk assessment based on LDA-RBF and comprehensive weighting method

    • 摘要: 为了解决龙凤煤矿9号煤层开采过程中顶板突水危险性问题,采用线性判别分析法(LDA)构建1种LDA-RBF神经网络导水裂隙带发育高度预测模型,并基于改进CRITIC评价法结合层次分析法(AHP)建立了CRITIC-AHP综合赋权法,分别评价矿区顶板采裂危险性及含水层富水性等级;通过ArcGis地理信息处理技术,将采裂危险性分区与富水性分区叠加,得到9号煤层顶板突水危险性综合分区图。结果表明:LDA-RBF神经网络预测模型结构简单且拟合精度更高,9号煤层导水裂隙带发育预测高度为50.4 m,已超过区域内大部分含水层底界标高,表明大部分区域存在较高的采裂危险性;而改进后的综合赋权法避免了评价结果主客观性过强的问题,其富水性分区结果与钻孔实际涌水量相符;突水危险区主要在矿区中北部呈条状分布,这是该区域含水层富水性较强和采裂危险性较高共同作用的结果,因此,在实际开采中应对以上区域予以重视。

       

      Abstract: In order to solve the problem of roof water inrush risk during the mining of No. 9 coal seam in Longfeng Coal Mine, an LDA-RBF neural network model for predicting the development height of water-conduction fracture zone was constructed by linear discriminant analysis (LDA), and a CRITIC-AHP comprehensive weighting method was established based on the improved CRITIC evaluation method combined with analytic hierarchy method (AHP) to evaluate the risk of roof cracking and the water richness level of the aquifer in the mining area. Through ArcGis geographic information processing technology, the cracking risk zone and the water-rich zone are superimposed to obtain a comprehensive zoning map of the water inrush risk of the roof of No.9 coal seam. The results show that the LDA-RBF neural network prediction model has a simple structure and higher fitting accuracy, and the development prediction height of the No.9 coal seam water-conducting fracture zone is 50.4 m, which has exceeded the bottom boundary level of most aquifers in the area, indicating that there is a high risk of cracking in most areas. The improved comprehensive weighting method avoids the problem of excessive subjectivity and objectivity of the evaluation results, and the water-rich zoning results are consistent with the actual water inflow of the borehole. Finally, the water inrush danger zone is mainly distributed in strips in the central and northern parts of the mining area, which is the result of the combined effect of strong water richness and high cracking risk of the aquifer in this area, indicating that the above areas should be paid attention to in actual mining.

       

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