测绘学报

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高斯-克吕格投影坐标系下POS角元素的转换方法

袁修孝1,张雪萍2,付建红   

  • 收稿日期:2009-11-30 修回日期:2010-09-16 出版日期:2011-06-25 发布日期:2011-06-25
  • 通讯作者: 袁修孝

Transformation Method of Exterior Orientation Angular Elements Obtained via a Position and Orientation System under Gauss-Kruger Projection Coordinate System

  • Received:2009-11-30 Revised:2010-09-16 Online:2011-06-25 Published:2011-06-25
  • Contact: YUAN Xiu-xiao

摘要: 我国的地形测量坐标系通常采用高斯-克吕格投影坐标系,由于地球曲率和子午线偏差的影响,POS系统提供的传感器姿态角向影像外方位角元素的转换过程中存在误差,需要引入一个额外的补偿矩阵进行修正。本文从分析地球曲率和子午线偏差对影像外方位角元素的影响入手,推导了补偿矩阵的严密计算公式,并完善了POS角元素的转换公式。通过对带有POS数据的实际航摄影像资料处理,验证了补偿矩阵的正确性和实用性。试验结果表明,高斯-克吕格投影坐标系下POS外方位角元素的转换与中央经线的选取密切相关,与坐标原点的选取无关。利用补偿矩阵转换的影像外方位角元素精度明显高于POS系统提供值的精度。

Abstract: Data obtained by airborne position and orientation system (POS) are in WGS 84 global geocentric reference frame, the national coordinate reference systems for topographic mapping in China are generally Gauss-Kruger projection coordinate system. Therefore, data obtained by a POS must be transformed to national coordinate system. Owing to the effects of earth curvature and meridian deviation, there are some errors in the process of angle transformation from roll, pitch and heading obtained directly by a POS to the attitude angles of images needed in photogrammetry. On the basis of effect theories of earth curvature and meridian deviation on exterior orientation angular elements of images, the method using a compensation matrix to correct the transformation errors from attitude angles obtained by the POS to exterior orientation angular elements of images is proposed in this paper. Moreover, the rigorous formula of the compensation matrix is deduced. Two sets of actual data obtained by POS AV 510 which are different in scale and terrain are selected and used to perform experiments. The empirical results not only indicate that the compensation matrix proposed in this paper is correct and practical, but also show that transformation accuracy of exterior orientation angular elements obtained by the POS based on compensation matrix is relevant to the choice of vertical axis (a projection of central meridian) of Gauss-Kruger projection coordinate system; the proper vertical axis should be the Gauss-Kruger projection of the central meridian of projection zone which survey area locates. However, the transformation accuracy of exterior orientation angular elements is irrelevant to the choice of origin of coordinate system; it is appropriate that the origin of coordinate system locates at the center point of the survey area. Moreover, transformation accuracy of exterior orientation angular elements computed based on the compensation matrix deduced in this paper is higher than that obtained by the POS.