ISSN 1003-8035 CN 11-2852/P

    库岸边坡安全光纤监测技术研究与应用

    Research and application of fiber-optic safety monitoring technology for reservoir-bank slopes

    • 摘要: 库岸边坡因受库水位、地下水、降雨、荷载和开挖等因素的联合作用,其变形失稳机理尤为复杂。为全面保障水电工程安全,对不同作用下的边坡变形失稳过程进行实时监测与预测评价具有重要意义。以库岸边坡变形失稳监测为研究背景,在总结库岸边坡变形失稳典型诱发因素的基础上,对当前应用于边坡安全监测的基于FBG(fiber bragg grating)、OTDR(optical time domain reflectometer)、BOTDR(brillouin optical time domain reflectometer)、BOTDA(brillouin optical time domain analyzer)、BOFDA(brillouin optical frequency domain analysis)和DAS(distributed acoustic sensing)等光纤传感技术原理与适用条件进行了对比分析;从感测光缆比选和仪器设备选型两方面介绍了库岸边坡光纤监测流程,并对典型光纤感测技术及其主流商用化设备进行介绍;在此基础上,提出了一种基于DFOS的一体化边坡安全监测系统,从数据感知、可靠传输、智能处理、精准预警和科学决策等关键环节对系统设计与功能实现进行了详细论述,并基于三峡库区马家沟边坡光纤监测结果对一体化系统的准确性与可靠性进行了验证。研究结果为库岸边坡的安全监测与稳定性评价提供了新思路新方法。

       

      Abstract: China is the country with the most serious landslide disasters in the world, and the number of landslide disasters and disaster losses have been in the first place of all kinds of geological disasters for a long time. Reservoir-bank slopes are affected by reservoir-water-level fluctuations, groundwater, rainfall, loading, excavation, and other coupled factors, making their deformation and instability mechanisms particularly complex. Real-time monitoring and predictive assessment of slope deformation and instability under different loading and environmental conditions are therefore essential for hydropower-project safety and reservoir-bank stability. Taking deformation and instability monitoring of reservoir-bank slopes as the research background, this study summarizes the typical triggering factors of reservoir-bank slope deformation and instability, and compares the principles and applicability of FBG, OTDR, BOTDR, BOTDA, BOFDA, DAS, and other fiber-optic sensing technologies used in slope safety monitoring. The fiber-optic monitoring workflow for reservoir-bank slopes is described from the perspectives of sensing-cable selection and instrument configuration, and typical fiber-optic sensing technologies and mainstream commercial equipment are compared. On this basis, an integrated DFOS-based slope safety monitoring system is proposed. System design and functional implementation are discussed in terms of data acquisition, reliable transmission, intelligent processing, targeted early warning, and scientific decision-making. The accuracy and reliability of the integrated system are verified using fiber-optic monitoring results from the Majiagou slope in the Three Gorges Reservoir Area. The results provide new technical approaches for safety monitoring and stability assessment of reservoir-bank slopes.

       

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