The anti-seepage effect of concrete face rockfill dams has always been a focus of attention in the field of hydraulic engineering.The study has proposed a method for analyzing the anti-seepage effect of rockfill dams.During the process,the cracking factors of the concrete face rockfill dam face were analyzed,and then combined with water pressure,three-dimensional numerical modeling was used to simulate seepage.The results indicate that when the depth of the anti-seepage wall is 30m,the research method analysis shows that the seepage flow rate decreases to 0.6×10-5m3/s when the length of the horizontal blanket increases to 350m;at a permeability coefficient of 1×10-7m/s,the analysis shows that the seepage diameter is extended by 295m.This indicates that the research method can effectively analyze the anti-seepage effect of panels.
关键词
堆石坝/数值模拟/三维算例模型/防渗
Key words
rockfill dam/numerical simulation/3D example model/seepage prevention
维普
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