...
首页> 外文期刊>Engineering Structures >Dynamic monitoring of a concrete arch dam during the first filling of the reservoir
【24h】

Dynamic monitoring of a concrete arch dam during the first filling of the reservoir

机译:水库初次充填期间混凝土拱坝的动态监测

获取原文
获取原文并翻译 | 示例

摘要

The Baixo Sabor dam is a concrete double-curvature arch dam, 123 m high, located in the north-east of Portugal, which is being monitored by a dynamic monitoring system that comprises 20 uniaxial accelerometers. The paper starts with the description of the structure and of the installed monitoring equipment, as well as the monitoring software used to process the data that is continuously retrieved from site through an internee connection. Then, the results obtained during the system's first six months of operation are presented, which include the characterization of acceleration levels for major events, such as the opening of spillway gates after intense rain, and the evolution of the dam modal properties (natural frequencies, modal damping ratios and mode shapes) during the reservoir first filling. In particular, the continuous characterization of the dam modal properties during important variations of the water level is a very unique experimental result (up to the authors knowledge, this is the first journal paper describing the continuous tracking of the modal parameters of a dam during its first filling), which is particularly interesting for the calibration of numerical models that take into account water structure interaction. Additionally, it should be noted that the accurate tracking of the modal properties, in quite demanding conditions motivated by the very low vibration levels, associated to the massive nature of the structure, and by the presence of harmonics induced by the turbines of the hydroelectric power plant, was only possible thanks to the use of a carefully designed installation and advanced processing methodologies. At the end of the paper, it is presented a comparison between the results estimated with ambient excitation and the ones obtained with a forced vibration test and also predicted by a numerical model that includes the water effect with the added mass technique.
机译:Baixo Sabor大坝是位于葡萄牙东北部,高123 m的混凝土双曲拱大坝,目前正在通过包含20个单轴加速度计的动态监测系统进行监测。本文从对结构和已安装的监视设备以及用于处理数据的监视软件开始进行描述,这些软件是通过Internee连接从现场连续检索的数据。然后,介绍了在系统运行的最初六个月中获得的结果,其中包括重大事件的加速度水平的表征,例如强降雨后泄洪闸门的打开以及大坝模态特性(自然频率,储层首次充注期间的模态阻尼比和模态形状)。特别是,在重要的水位变化过程中对水坝模态特性的连续表征是一个非常独特的实验结果(据作者所知,这是第一篇描述水坝大坝模态参数连续跟踪的期刊论文)首次填充),这对于考虑水结构相互作用的数值模型的校准特别有趣。另外,应该注意的是,在非常苛刻的条件下,由非常低的振动水平引起的模态特性的精确跟踪,这与结构的庞大性质有关,并且由水力发电涡轮机感应出的谐波也存在只有通过精心设计的安装和先进的处理方法,才有可能建立工厂。在本文的最后,我们将环境激励估计的结果与强迫振动测试的结果进行了比较,并通过包括水效应和附加质量技术在内的数值模型进行了预测。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号