测绘通报 ›› 2020, Vol. 0 ›› Issue (3): 7-11.doi: 10.13474/j.cnki.11-2246.2020.0068

• 学术研究 • 上一篇    下一篇

IMU辅助下的单目视觉坐标传递

郭若南1,2, 蒋郡祥2, 牛小骥2,3, 史俊波1   

  1. 1. 武汉大学测绘学院, 湖北 武汉 430079;
    2. 武汉大学卫星导航定位技术研究中心, 湖北 武汉 430079;
    3. 地球空间信息技术协同创新中心, 湖北 武汉 430079
  • 收稿日期:2019-05-20 修回日期:2020-01-08 发布日期:2020-04-09
  • 作者简介:郭若南(1996-),男,硕士生,主要研究方向为视觉惯性组合导航。E-mail:2018202140033@whu.edu.cn
  • 基金资助:
    国家十三五重点研发计划(2018YFB1305001);国家自然科学基金面上项目(41674038)

Monocular vision coordinate transfer method with IMU aiding

GUO Ruonan1,2, JIANG Junxiang2, NIU Xiaoji2,3, SHI Junbo1   

  1. 1. School of Geodsy and Geomatics, Wuhan University, Wuhan 430079, China;
    2. GNSS Research Center, Wuhan University, Wuhan 430079, China;
    3. Collaborative Innovation Center of Geospatial Technology, Wuhan 430079, China
  • Received:2019-05-20 Revised:2020-01-08 Published:2020-04-09

摘要: 针对管线测量中由于GNSS RTK卫星信号遮挡或测站不易架设等原因无法提供坐标的场景,本文提出了一种IMU辅助下的单目视觉坐标传递方法,用于延伸RTK测得的精密坐标。首先在两个已知的RTK点上架设相机拍摄图像,同时采集IMU数据;然后对图像进行特征提取和匹配,恢复帧间旋转、平移及尺度;最后三角化待测点,以获得待测点在真实尺度的相机坐标系下的坐标。受IMU静基座初始对准方法的启发,本文利用重力矢量和相机光心间矢量分别在地理坐标系和相机坐标系下的投影求解这两个坐标系间的旋转矩阵,进而求得待测点在地理坐标系下的三维坐标。相对于其他测量手段,本文方法灵活便捷、设备轻便、操作简单,且一次采集即可获取相机视场中的任意共视点坐标。试验结果表明,本文提出的坐标传递方法所得的平面坐标的误差平均值为0.12 m,高程误差的平均值为0.2 m。

关键词: 管线测量, RTK, IMU, 单目视觉, 坐标传递

Abstract: Aiming at the scene that GNSS RTK can not provide coordinates due to signal occlusion or difficult station erection during pipeline measurement, this paper proposes a monocular vision coordinate transfer method with IMU aiding. Firstly,the camera is set up at two known RTK points to capture imagesand the IMU data is collected simultaneously. Then extracting and matching image features, restoring relative rotation, transition and scale. Finally triangulating the point to be measured, the coordinate of the point in the camera coordinate system of the real scale can be obtained. Referring to the initial alignment method of the IMU static base, projection of gravity vector and the optical center vector between the cameras in the geographic coordinate system and the camera coordinate system can be used to solve the rotation matrix between the two coordinate systems, and further obtain the the three-dimensional coordinates of the point to be measured in the geographic coordinate system. Compared with other measurement methods, the method is flexible and convenient, the device is light, and the operation is simple. And we can obtain any coordinate in the camera field of view with a single measurement.The experimental results show that the error average of the horizontal coordinate is 0.12 m, and the error average of the elevation is 0.2 m.

Key words: pipeline measurement, RTK, IMU, monocular vision, coordinate transfer

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