在岩体渗透性分区的基础上，利用三维有限差分地下水流模型软件，对水库蓄水后左岸帷幕四种不同建造工况进行了渗漏量计算。

At last, the seepage amount of rock masses is estimated under four different conditions of seepage control measures with the help of a software for groundwater analysis.

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其次，利用热源法建立了堤坝渗漏的两个定量计算模型。

Secondly, two quantitative calculation modes for dam leakage are proposed with the heat resource method.

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