秦宏楠, 马海涛, 于正兴, 刘玉溪. 地基雷达干涉测量动态高频次数据用于滑坡早期预警方法研究[J]. 武汉大学学报 ( 信息科学版). DOI: 10.13203/j.whugis20220152
引用本文: 秦宏楠, 马海涛, 于正兴, 刘玉溪. 地基雷达干涉测量动态高频次数据用于滑坡早期预警方法研究[J]. 武汉大学学报 ( 信息科学版). DOI: 10.13203/j.whugis20220152
QIN Hongnan, MA Haitao, YU Zhengxing, LIU Yuxi. Landslide Early Warning Method Based on Dynamic High Frequency Data of Ground-based Radar Interferometry[J]. Geomatics and Information Science of Wuhan University. DOI: 10.13203/j.whugis20220152
Citation: QIN Hongnan, MA Haitao, YU Zhengxing, LIU Yuxi. Landslide Early Warning Method Based on Dynamic High Frequency Data of Ground-based Radar Interferometry[J]. Geomatics and Information Science of Wuhan University. DOI: 10.13203/j.whugis20220152

地基雷达干涉测量动态高频次数据用于滑坡早期预警方法研究

Landslide Early Warning Method Based on Dynamic High Frequency Data of Ground-based Radar Interferometry

  • 摘要: 矿山边坡失稳是制约我国露天矿山安全生产的主要因素之一。地基雷达干涉测量技术近些年被逐步引入露天矿山边坡安全监测及预警预报应用中,但测量数据高频次滚动更新的特点造成了数据误差累积大,曲线灾变特征不显著的特点。研究对原始监测数据进行挖掘,通过错位相减和速度倒数法等处理方法减少了高频次数据的振动性,提高了临滑数据的易读性,揭示出关键变形数据的趋势性特征。研究通过对累计位移曲线、采用不同周期处理过的速度曲线和速度倒数曲线组进行分析,发现了曲线组中存在明显的变形突增点、速度增长点、稳定振动点3个特征点,这些特征点可以用来提前预警预报边坡滑坡灾害。通过对3个特征点的识别可以有效提前识别可能发生的滑坡,预报滑坡时间,为基于地基干涉雷达的滑坡预警预报分析提供了新的技术路径和解决方案。

     

    Abstract:   Objectives:   Mine slope instability is one of the main factors restricting the safety production of open-pit mines in China.   Methods:   Ground-based SAR(synthetic aperture radar) interferometry technology has been gradually introduced into the application of slope safety monitoring and early warning prediction in open-pit mines. However, the high-frequency rolling update characteristics of ground radar interferometry data lead to large data error accumulation and unobvious curve mutation characteristics. Processing the original data by dislocation subtraction and velocity reciprocal method can effectively reduce the vibration of high-frequency data, improve the readability of critical sliding data. After data processing, it can highlight the trend characteristics of key deformation data. The research is based on the analysis of cumulative displacement curve, velocity curve and reciprocal velocity curve group treated with different periods. It is found that there are three characteristic points in the curve group:sudden deformation increase point, velocity increase point and stable vibration point.   Results:   Through these characteristic points, the slope landslide disaster can be predicted and predicted. The trend of key deformation data can be highlighted by using the three feature points of deformation sudden increase point, velocity growth point and stable vibration point.   Conclusions:   Through the identification of three feature points, the possible landslide can be effectively identified in advance and the landslide time can be predicted, which provides a new technical path and solution for landslide early warning and prediction analysis based on ground-based Interferometric Radar.

     

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