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現在我国進行的大規模水利工程建設迫切地要求对水工建筑物設計和計算原理中的一系列理論問題重新進行批判性的審查,特別關於垂直和水平的滲透路線問題必須仔細地考慮,因为过份地估計了垂直滲透路線的效力常常是造成板椿巨大浪费的原因。一些論文中(文献2和3)根据巴甫洛夫斯甚院士嚴密的流体力学理論,已提出了評定板椿效用的新方法。这些論文中所述的理論原理,已由著者在一作用水头为10公尺的薪可夫壩上实际地進行了校驗,該壩修建時对建筑在細砂上的一級結構,首先用粘土的防滲舖底(1.75
At present, the construction of large-scale water conservancy projects in our country urgently requires a new critical review on a series of theoretical issues in the design and calculation of hydraulic structures. In particular, issues concerning vertical and horizontal infiltration routes must be carefully considered It is often estimated that the effectiveness of vertical infiltration routes is often the reason for the significant waste of piles. In some papers (References 2 and 3), based on the rigorous fluid mechanics theory of Pavlovsky, a new method for assessing the prattling effect has been proposed. The theoretical principles described in these papers have been virtually verified by the authors at a water meter of 10 meters on the Sakakov dam, which was constructed on a primary structure built on fine sand, first with clay Impervious bottom (1.75