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

  • ZHANG Chuanyin ,
  • JIANG Tao ,
  • KE Baogui ,
  • WANG Wei
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  • Chinese Academy of Surveying and Mapping, Beijing 100830, China

Received date: 2017-02-10

  Revised date: 2017-07-21

  Online published: 2017-09-01

Supported by

The National Natural Science Foundation of China (Nos. 41374081;41674024)

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.

Cite this article

ZHANG Chuanyin , JIANG Tao , KE Baogui , WANG Wei . The Analysis of Height System Definition and the High Precision GNSS Replacing Leveling Method[J]. Acta Geodaetica et Cartographica Sinica, 2017 , 46(8) : 945 -951 . DOI: 10.11947/j.AGCS.2017.20170058

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