Centrifugal model tests on dynamic water pressure in large-scale aqueducts

被引:0
作者
Qu, Shusheng [1 ]
Zhang, Yuting [1 ]
An, Xiaoyu [1 ]
Nie, Zhichao [1 ]
Gan, Xudong [2 ]
机构
[1] Tianjin Research Institute for Water Transport Engineering, Ministry of Transport, Tianjin
[2] Anhui Provincial Group Limited for Yangtze-to-Huaihe Water Diversion, Hefei
来源
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2024年 / 46卷
关键词
centrifuge shaking table; dynamic water pressure; hydro-elastic model; large-scale aqueduct;
D O I
10.11779/CJGE2024S10034
中图分类号
学科分类号
摘要
Taking the main canal aqueduct of Pihe River of the Yangtze-to-Huaihe Water Diversion Project as a reference research object, an experimental study is conducted on the dynamic water pressure of a rigid aqueduct under harmonic excitation using a centrifuge shaking table. The experimental results are compared and analyzed with those of the commonly used simplified models. The experimental results show that the dynamic water pressure is linearly correlated with the amplitude of acceleration, and nonlinearly correlated with the loading frequency and water depth. The centrifugal model tests can accurately simulate the dynamic water pressure and fluid-structure coupling effects, providing new analytical methods for the studies on the hydro-elasticity problems. © 2024 Chinese Society of Civil Engineering. All rights reserved.
引用
收藏
页码:259 / 263
页数:4
相关论文
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