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施莱盖斯拱坝于 1971年使用试验荷载法设计。该方法准确预测了拱坝总体运行性能 ,但坝底廊道出现渗透 ,设置了一道弹性截水墙予以解决。使用有限元法再分析表明 ,拱坝与坝基接缝运行良好。
Schleissas Arch Dam was designed in 1971 using test load method. The method accurately predicts the overall operation performance of arch dam, but the infiltration of dam gallery at the bottom and the installation of an elastic cutoff wall to solve it. Reanalysis using finite element method shows that the joint between arch dam and dam foundation works well.