测绘学报 ›› 2017, Vol. 46 ›› Issue (8): 945-951.doi: 10.11947/j.AGCS.2017.20170058

• 学术争鸣 • 上一篇    下一篇

高程系统定义分析与高精度GNSS代替水准算法

章传银, 蒋涛, 柯宝贵, 王伟   

  1. 中国测绘科学研究院, 北京 100830
  • 收稿日期:2017-02-10 修回日期:2017-07-21 出版日期:2017-08-20 发布日期:2017-09-01
  • 通讯作者: 蒋涛 E-mail:jiangtao@casm.ac.cn
  • 作者简介:章传银(1968-),男,博士,研究员,研究方向为大地测量学。E-mail:zhangchy@casm.ac.cn
  • 基金资助:
    国家自然科学基金(41374081;41674024)

The Analysis of Height System Definition and the High Precision GNSS Replacing Leveling Method

ZHANG Chuanyin, JIANG Tao, KE Baogui, WANG Wei   

  1. Chinese Academy of Surveying and Mapping, Beijing 100830, China
  • Received:2017-02-10 Revised:2017-07-21 Online:2017-08-20 Published:2017-09-01
  • Supported by:
    The National Natural Science Foundation of China (Nos. 41374081;41674024)

摘要: 从高程系统定义出发,探讨高程基准面的重力等位性质,测试分析不同类型高程系统地面点高程之间的差异,考察GNSS代替水准与实际水准测量成果的一致性,进而提出新的GNSS代替水准算法。主要结论包括:①当精度要求达到厘米级水平时,正常高的基准面也应是大地水准面。中国国家1985高程基准采用正常高系统,其高程基准面是过青岛零点的大地水准面。②近地空间中等解析正高面与大地水准面平行,GNSS代替水准能直接测定地面点的解析正高,但正常高系统更有利于描述地势和地形起伏。③本文给出的GNSS代替水准测定近地点正常高算法,大地高误差对正常高结果的影响比大地水准面误差大,前者影响约为后者的1.5倍。

关键词: GNSS代替水准, 高程系统, 高程基准面

Abstract: Based on the definition of height system, the gravitational equipotential property of height datum surface is discussed in this paper, differences of the heights at ground points that defined in different height systems are tested and analyzed as well. A new method for replacing leveling using GNSS is proposed to ensure the consistency between GNSS replacing leveling and spirit leveling at mm accuracy level. The main conclusions include:①For determining normal height at centimeter accuracy level, the datum surface of normal height should be the geoid. The 1985 national height datum of China adopts normal height system, its datum surface is the geoid passing the Qingdao zero point.②The surface of equi-orthometric height in the near earth space is parallel to the geoid. The combination of GNSS precise positioning and geoid model can be directly used for orthometric height determination. However, the normal height system is more advantageous for describing the terrain and relief.③Based on the proposed method of GNSS replacing leveling, the errors in geodetic height affect more on normal height result than the errors of geoid model, the former is about 1.5 times of the latter.

Key words: GNSS replacing leveling, height system, height datum surface

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