通过数值模拟分析了心墙堆石坝坝体、坝基和两岸山体的渗流分布规律和防渗帷幕的作用效果，以及坝体、坝基渗透参数变化和不同运行工况等因素对渗流场的影响；结合有关渗透稳定性试验成果，对坝体及坝基的渗流状态作了初步的分析和评价，提出了相应的渗流控制措施。

The law of the seepage distributions and the effects of the seepage proof curtain inside the core rock filled dam, foundation and the rock of the hills on both sides of the river, the change of permeability coefficient inside the dam and its foundation and the influence of different working conditions on the seepage field are analyzed by means of finite element numerical simulation. Preliminary analysis and assessment of the seepage status inside the dam and its foundation are made with the reference of seepage stability test results and some suggestions about measures of seepage control are also put forward.