Seepage safety monitoring model of concrete face-slab rockfill dam considering face-slab cracks
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.
concrete face-slab rockfill damface-slab crackseepage monitoring modelweight of influ-ence factor