特构斯河山口引水枢纽的引水防沙设计及试验研究

通过特克斯河口引水枢纽的试验研究，解决了常遇洪水低水位运行时河流两岸的引水问题，优化了水平县板特结构形式，收到了较好的引水防沙效果，为县板分层式引水枢纽工程设计提供了新经验。

Dynamic test and study on the integral body and model with transverse joint of Xiaowan High Arch Dam

The dynamic test on the earthquake response of the integral dam body and model with transverse joint for Xiaowan High Arch Dam was made. In consideration that the dynamic test on the model with transverse joint falls into non-linear category, it is more sensitive to the initial condition of static action so that the test includes reservoir with a length of three times dam height. The test on expansion transverse joint was made in two working conditions. Firstly three expansion transverse joints were set up in the arch-crown beam and top arch, about 1/4 arc length of right and left banks. Then five transverse joints were increased to make dynamic test. The test showed that under the working condition of normal high water level, the transverse joint of dam body under the action of earthquake opens indistinctly. But under the low water level, the transverse joint clearly opens because of the reduction of static pressure. The dynamic tensile stress of dam body obviously reduces and the dynamic beam stress increases obviously. The initial condition of the transverse joints of dam body will bring big impact on the opening of transverse joint. On the basis of the designed reinforcement, the test showed that the opening of transverse joint reduced about 20%.