|
|||||
|
|
| GPS高程应用初探 | |
| 引用本文： | 吕秀建. GPS高程应用初探[J]. 地矿测绘, 2005, 21(1): 37-38 |
| 作者姓名： | 吕秀建 |
| 作者单位： | 连云港开发区勘测事务所,江苏,连云港,222047 |
| 摘 要： | 利用GPS定位的原始高程，通过二次曲面拟合，将大地高转化为正常高，将转换后的GPS高程和水准高程比较，表明GPS高程可以满足一定精度的测绘工程需要。 |
| 关 键 词： | GPS高 正常高 拟合 |
| 文章编号： | 1007-9394(2005)01-0037-02 |
| 修稿时间： | 2004-10-25 |
Primary Study on Application of GPS Height |
|
| LU Xiu-jian. Primary Study on Application of GPS Height[J]. Surveying and Mapping of Geology and Mineral Resources, 2005, 21(1): 37-38 | |
| Authors: | LU Xiu-jian |
| Abstract: | Using GPS positioning original height, GPS geodetic height can be transformed into normal height by conicoid fitting. Through comparison between GPS height after transformed and leveling height, GPS height after transformed can need certain precision requirement of surveying and mapping engineering. |
| Keywords: | GPS height normal height fitting |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |