The practical application shows that the presented study of three dimensional seepage field with free surface and the identification procedure of aquifer parameters are available.
工程实际应用表明，所提出的三维非承压水渗流场分析和大坝渗透系数识别方法是非常有效的。
Meanwhile, this method provides a new research idea for the study of the real seepage field in fractured rock.
该方法为研究裂隙岩体真实渗流场分布提供了一种新的研究思路。
Therefore, the study on numerical simulation of groundwater transient seepage field of slope under the condition of heavy rainfall is very urgent and necessary.
因此，开展强降雨下边坡地下水暂态渗流场的数值模拟十分必要。
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