Face-slab crack is considered as an influence factor of dam seepage to propose the seepage safety monitoring statistical model and RBFNN model.Combined with the specific project,the seepage monitoring statistical model and RBFNN model of a concrete face-slab rockfill dam are established,and the seepage flow is predicted.The prediction results are close to the actual monitoring values.At the same time,the weight of each influence factor of seepage flow calculated by RBFNN is not significantly different from the results calculated by traditional statistical methods,which shows that the model pro-posed in this study is effective and applicable.The research results are of guiding significance for treat-ment of the abnormal seepage flow mornitoring values of concrete face-slab rockfill dam with cracks.
关键词
混凝土面板堆石坝/面板裂缝/渗流量监控模型/影响因子比重
Key words
concrete face-slab rockfill dam/face-slab crack/seepage monitoring model/weight of influ-ence factor
维普
万方数据