摘要
本文分别对高拱坝下游平底水垫塘和反拱水垫塘底板块的稳定性问题进行了分析，并通过对板块的受力分析建立了相应的稳定性条件．结果可供设计部门应用．
The stability of bottom slabs of flat and curved floors for plunge pools downstream of high arch dams is investigated in this paper.The stability conditions of the slabs are deduced by analyzing the equilibrium of the fores acting on the slabs.The results can be applied to the design of plunge pools.
出处
《水利学报》
EI
CSCD
北大核心
1999年第2期5-12,共8页
Journal of Hydraulic Engineering
基金
国家自然科学基金
