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    基于航空影像的高陡边坡突岩识别方法

    崔溦 高德宇 王轩毫 张贵科 杨弘

    崔溦, 高德宇, 王轩毫, 张贵科, 杨弘, 2023. 基于航空影像的高陡边坡突岩识别方法. 地球科学, 48(9): 3378-3388. doi: 10.3799/dqkx.2021.130
    引用本文: 崔溦, 高德宇, 王轩毫, 张贵科, 杨弘, 2023. 基于航空影像的高陡边坡突岩识别方法. 地球科学, 48(9): 3378-3388. doi: 10.3799/dqkx.2021.130
    Cui Wei, Gao Deyu, Wang Xuanhao, Zhang Guike, Yang Hong, 2023. Identification of Rocky Ledge on Steep and High Slopes Based on Aerial Photogrammetry. Earth Science, 48(9): 3378-3388. doi: 10.3799/dqkx.2021.130
    Citation: Cui Wei, Gao Deyu, Wang Xuanhao, Zhang Guike, Yang Hong, 2023. Identification of Rocky Ledge on Steep and High Slopes Based on Aerial Photogrammetry. Earth Science, 48(9): 3378-3388. doi: 10.3799/dqkx.2021.130

    基于航空影像的高陡边坡突岩识别方法

    doi: 10.3799/dqkx.2021.130
    基金项目: 

    国家自然科学基金雅砻江联合基金 U1765106

    详细信息
      作者简介:

      崔溦(1977-),男,教授,博士,主要从事岩土及水工结构物静动力分析研究. ORCID: 0000-0002-5666-2519. E-mail: cuiwei@tju.edu.cn

    • 中图分类号: P642

    Identification of Rocky Ledge on Steep and High Slopes Based on Aerial Photogrammetry

    • 摘要: 高陡边坡上的突岩容易在自重、地震、开挖卸荷等作用下失稳,威胁到水利工程的安全.因此,对突岩进行早期调查具有重要意义,但由于水利枢纽区域面积较大,交通不便,人工调查耗时且危险.本文提出了一种基于航空影像的高陡边坡突岩快速识别方法.该方法主要包括3个步骤:(1)通过无人机摄影测量生成边坡点云模型;(2)使用核密度估计方法(KDE)对点云模型的赤平投影结果进行统计分析,以将点云模型分割成平滑区域和非平滑区域;(3)用一种基于密度且对噪声鲁棒的空间聚类算法(DBSCAN)对非平滑区域的点进行聚类,以识别代表突岩的点簇.该方法可以从整个边坡识别多个突岩,有效减少人工工作量,将该方法应用到两河口水电站某自然边坡的突岩识别中,可较为方便地得到岩体的边界和几何要素,为下一步稳定分析提供基本数据.

       

    • 图  1  室内模型的三维点云模型,共34 583个点

      Fig.  1.  Dense point cloud model of the sand table surface, totaling 34 583 points

      图  2  自然边坡的位置

      Fig.  2.  The location of the natural slope

      图  3  方法流程

      Fig.  3.  Flow chart of the proposed methodology

      图  4  简化滤噪后的三维点云模型

      Fig.  4.  The experimental 3D point datasets after simplifying

      图  5  简化沙盘三维点数据集的赤平投影(a),简化实验三维点数据集的极点密度有10个局部极大值(b)

      相邻等值线差值为1.25%

      Fig.  5.  Stereographic projection of the simplified experimental 3D point datasets (a); poles density of the simplified experimental 3D point datasets (b)

      图  6  沙盘表面与不同极点相对应的点($ {\gamma }_{\mathrm{m}\mathrm{a}\mathrm{x}}=30° $)

      Fig.  6.  Points associated with different poles on the surface of the sand table ($ {\gamma }_{\mathrm{m}\mathrm{a}\mathrm{x}}=30° $)

      图  7  非平滑区域点的聚类结果(pcc=30)

      Fig.  7.  Clustering results of points on non-smooth areas of the sand table surface ($ pcc=30 $)

      图  8  沙盘模型中代表突岩的点簇($ S{P}_{\mathrm{m}\mathrm{i}\mathrm{n}}=0.2 $)

      Fig.  8.  Point clusters representing the rock headlands on the sand table model ($ S{P}_{\mathrm{m}\mathrm{i}\mathrm{n}}=0.2 $)

      图  9  自然边坡的三维点云模型

      a. 进行地理信息匹配后的点云;b. 滤噪后简化点云

      Fig.  9.  3D point model of the natural slope

      图  10  自然边坡的极点密度计算

      a. 自然边坡的赤平投影(极点数:73 140);b. 自然边坡的极点密度,相邻等值线差值为1.25%

      Fig.  10.  Calculation of the density of the pole of the natural slope

      图  11  极点分类的赤平投影图

      有69 869个极点按$ {\gamma }_{\mathrm{m}\mathrm{a}\mathrm{x}}=36 $分类

      Fig.  11.  Stereographic projection assigned principal poles

      图  12  与主极点相关的点云分布

      Fig.  12.  The distribution of points associated with principal poles

      图  13  自然边坡点云的聚类和分类结果

      a. 非平滑区域的聚类结果;b. 点簇形成的凸包;c. 点簇的边界线,bl13为突岩边界线,

      Fig.  13.  The clustering and classification results of point clouds of the natural slope

      图  14  点簇对应部位实际照片

      a. pc2的照片;b. pc6、pc7、pc9的照片

      Fig.  14.  Photos of the corresponding locations of the point cluster

      图  15  计算边界和精确边界的比较

      Fig.  15.  The comparison between the calculated boundary and the accurate boundary

      表  1  沙盘简化点云各主极点的倾角与倾角方向

      Table  1.   Dip angle and dip direction of each principle pole of the sand table model

      主极点 倾向(°) 倾角(°)
      J1 97 8
      J2 243 47
      J3 133 45
      J4 189 42
      J5 90 64
      J6 308 53
      J7 366 39
      J8 32 66
      J9 161 7
      J10 239 86
      下载: 导出CSV

      表  2  自然边坡各主极点的倾角与倾向

      Table  2.   Dip angle and dip direction of each principle pole of the natural slope

      主极点 倾向(°) 倾角(°)
      J1 138 43
      J2 88 76
      J3 29 80
      J4 234 72
      J5 317 90
      J6 343 59
      J7 268 43
      下载: 导出CSV

      表  3  属于不同主极点的极点比例

      Table  3.   Proportion of poles belonging to different principal poles

      主极点 比例(%)
      J1 76.15
      J2 10.36
      J3 2.37
      J4 3.19
      J5 2.87
      J6 0.20
      J7 0.50
      下载: 导出CSV

      表  4  各点簇的几何参数计算结果

      Table  4.   Geometric parameters calculation results of each point cluster

      点簇 体积(m3 表面积(m2 SP
      pc1 40 351.84 62 096.68 0.09
      pc2 1 209.49 3 455.72 0.16
      pc3 59 009.42 15 846.69 0.46
      pc4 793.47 1 806.27 0.23
      pc5 4 521.55 9 336.69 0.14
      pc6 44.16 311.16 0.19
      pc7 25.99 200.06 0.21
      pc8 35.01 232.50 0.22
      pc9 7.67 133.76 0.14
      pc10 28.07 275.10 0.16
      pc11 35.65 267.43 0.20
      pc12 508.80 1 338.01 0.23
      pc13 22.08 205.83 0.18
      下载: 导出CSV
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    出版历程
    • 收稿日期:  2021-07-06
    • 网络出版日期:  2023-10-07
    • 刊出日期:  2023-09-25

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