研究成果表明，经过优化将要实施的二期围堰设计断面，渗透稳定是可以得到保证的。
The research results show that the seepage stability can be guaranteed through the optimized design profile of the second stage cofferdam.
该文提出了一种根据设计断面中“地基线”和“工程轮廓线”来计算挖填方量的算法。
We present the algorithm according to the configuration line and ground line of cross section.
通过波浪模型试验，验证了围堤设计方案的可行性和合理性，并对设计断面进行了优化。
Through wave model tests, the feasibility and reasonability of embankment design were verified and optimized.
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