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基于传感光纤技术的堤坝分布式变形监测
引用本文:何斌,何宁,张中流,汪璋淳,胡德新,智月荣.基于传感光纤技术的堤坝分布式变形监测[J].水利水运工程学报,2021,0(5):137-143.
作者姓名:何斌  何宁  张中流  汪璋淳  胡德新  智月荣
作者单位:1.南京水利科学研究院 水文水资源与水利工程科学国家重点实验室,江苏 南京 210029
基金项目:国家重点研发计划资助项目(2018YFC1508505)
摘    要:堤坝变形是分析评价堤坝工作特性和安全的重要指标。设计了堤坝内部二维分布式变形一体化监测的分布式光纤监测技术的辅助结构型式与传感光纤布设方法,基于原型堤坝,通过系统试验测试验证了堤坝内部变形分布式监测新技术测量精度并论证其可行性,测试结果与实测结果吻合,二维变形测量的绝对误差最大为4.3 mm,堤坝内部二维变形测量精度达到毫米级,且实现了堤坝全断面内部二维变形分布式监测,证明了基于分布式光纤技术的土质堤坝内部二维分布式变形一体化监测新技术的适用性和先进性。

关 键 词:堤坝    二维变形    分布式传感光纤    测量精度
收稿时间:2020-08-28

Fibre-optical distributed monitor on the deformation of embankment
Affiliation:1.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China2.Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China3.Nanjing CaZor Instruments Co., Ltd., Nanjing 210037, China
Abstract:Deformation is a key indicator for analyzing the characteristics and evaluating the safety of embankment. In this research, the installation method of sensing fiber equipped with an auxiliary structure was designed for the distributed monitoring of embankment’s internal two-dimensional deformation. A distributed monitoring test was conducted on a prototype embankment and the test result of its internal deformation validated the measurement accuracy and feasibility of the distributed monitoring technology as the maximum absolute error between the test result and the actual measured result of the embankment’s two-dimensional deformation was 4.3 mm; and mm-level measurement accuracy was realized not only for the internal two-dimensional deformation at certain points, but also for the whole section of the embankment, which proves the applicability and advancement of the fibre-optical distributed monitoring technology of the two-dimensional deformation inside the embankment.
Keywords:
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