翻译专业测绘英语,在线翻译勿进!

来源:百度知道 编辑:UC知道 时间:2024/06/16 19:54:27
通常GPS测量所得数据的坐标是WGS -84系统的地心坐标系统,而我们常用的BJ54坐标是平面直角坐标系统,为了工作的需要,我们必须进行坐标转换。转换参数具有时间性和区域性,限于个别公共点精度较低、误差过大,此时利用以往解算坐标转换参数的方法易受其影响,使转换参数的精度不高,最终影响各项工程建设的质量。因此,坐标系统转换已经成为城市建设、国防建设和各项工程建设中利用GPS技术建立控制网时经常遇到的问题。本文分析了影响求解转换参数精度的因素,通过实例说明,探讨研究一种基于稳健估计理论的解算高精度坐标转换参数的方法,欲在剔除含有粗差公共点,克服公共点精度较低、误差过大的影响,以获得高精度坐标转换参数,确保各项工程建设的质量。

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Usually the data from GPS coordinates WGS - 84 system, and the geocentric coordinate system is used BJ54 coordinate our plane right-angled coordinate system, to the needs of work, we must coordinate transformation. Converting parameters has timeliness and regional public point to individual, low precision, large errors, then use before the coordinate transformation parameters calculation method is influenced by converting parameters, precision, and finally affect the quality of the construction. Therefore, the coordinate system transformation has become urban construction, national defense construction and engineering construction control using GPS technology frequently encountered problems during network. In this paper the influence factors of solving transformation parameters accuracy, through the examples, based on a study of the theory of robust estimation precision coordinate transformation calculation method to eliminate contains coarse, in public, overcome the poor public poi