ISSN 1000-3665 CN 11-2202/P
    王朋伟,安玉科. 基于倾斜摄影与InSAR技术的高位崩塌风险识别[J]. 水文地质工程地质,2023,50(5): 169-180. DOI: 10.16030/j.cnki.issn.1000-3665.202208068
    引用本文: 王朋伟,安玉科. 基于倾斜摄影与InSAR技术的高位崩塌风险识别[J]. 水文地质工程地质,2023,50(5): 169-180. DOI: 10.16030/j.cnki.issn.1000-3665.202208068
    WANG Pengwei, AN Yuke. High-level collapse risk identification based on oblique photography and InSAR technology[J]. Hydrogeology & Engineering Geology, 2023, 50(5): 169-180. DOI: 10.16030/j.cnki.issn.1000-3665.202208068
    Citation: WANG Pengwei, AN Yuke. High-level collapse risk identification based on oblique photography and InSAR technology[J]. Hydrogeology & Engineering Geology, 2023, 50(5): 169-180. DOI: 10.16030/j.cnki.issn.1000-3665.202208068

    基于倾斜摄影与InSAR技术的高位崩塌风险识别

    High-level collapse risk identification based on oblique photography and InSAR technology

    • 摘要: 崩塌风险识别是崩塌灾害防治的基础。高位崩塌一般具有突发性、隐蔽性、高差大等特点,给信息采集、灾害识别和风险评估等工作带来了极大的挑战。针对这一工程难题,以白龙江流域九龙峡高位斜坡为例,基于倾斜摄影三维模型,确定高位崩塌识别指标,探索结构面信息提取方法,提出赤平投影定性分析与InSAR定量分析相结合的崩塌风险评估模型,形成了崩塌识别、稳定性分析和形变监测三者相结合的高位崩塌识别与风险评价的全过程模式。结果显示:(1)2020年1月—2022年6月,研究区斜坡最大累积变形量为120 mm,研究区东侧斜坡、西侧坡脚、南侧突出山咀变形较为强烈,变形等级以一、二级为主,灾害危险等级较高。(2)研究区共有崩塌危岩体22处(高风险7处,占32%;中风险11处,占50%;低风险4处,占18%),分布高度在37~640 m之间,高风险危岩主要集中在南侧突出的山咀、东侧斜坡以及西侧坡脚地带。分析结果与公路灾害养护历史资料相吻合,验证了倾斜摄影和InSAR技术在高位崩塌风险识别方面的可行性,为该技术在崩塌灾害防治方面的应用提供了依据和借鉴。

       

      Abstract: Collapse risk identification is the basis of collapse disaster prevention. High level collapse is characterized by sudden, hidden and large height difference, which brings great challenges to information collection, disaster identification and risk assessment. In order to solve this engineering problem, this paper takes the Jiulongxia high slope in the Bailong River basin as an example, Based on the 3D model of oblique photography, the establishment of high-level collapse identification index and its structural plane information extraction method, proposes a collapse risk assessment model combining stereographic projection qualitative analysis and InSAR quantitative analysis, and forms a whole process model of high level collapse identification and risk assessment combining collapse identification, stability analysis and deformation monitoring. The results show that there are 22 collapse dangerous rocks in the study area (including 7 high risk rocks, accounting for 32%, 11 medium risk rocks, accounting for 50%, and 4 low risk rocks, accounting for 18%), with a distribution height of 37 m – 640 m. High risk dangerous rocks are mainly concentrated in the prominent mountain mouth in the south, the eastern slope and the western slope toe. These analysis results are consistent with the historical data of highway disaster maintenance, which verifies the feasibility of tilt photography and InSAR technology in high level collapse risk identification. The results provide a basis and reference for the application of this technology in collapse disaster prevention.

       

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