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采用大型通用结构分析程序SuperSAP，对古洞口溢洪道闸室结构的应力、位移、抗滑稳定进行了三维有限元分析，为溢洪道闸室结构的设计和施工提供了理论依据。
The large-scale general structural analysis program SuperSAP is used to analyze the stress, displacement and anti-sliding stability of the gate structure of the spillway in Kwu Tung port by three-dimensional finite element analysis, which provides a theoretical basis for the design and construction of sluice gate structure.