Welcome to HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i! Today is

HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i ›› 2024, Vol. 40 ›› Issue (2): 33-.DOI: 10.3969/j.issn.1009-0479.2024.02.006

Previous Articles     Next Articles

Research and Analysis on the Applicability of Projection DeformationProcessing Methods in High Altitude Areas

  

  1. (1.Faculty of Surveying and Mapping, Kunming Metallurgy College, Kunming 650033, China;2. Institute of Spatial Infommation, Yunnan Institute of Water & Hydropower Engineering InvestigationDesign and Research, Kunming 650201, China)
  • Received:2023-11-10 Online:2024-02-10 Published:2024-10-08

Abstract: The article made the theoretical and empirical analysis and research on the applicability ofhigh-precision GNSS measurement projection deformation method in the construction of coordinate systemsfor water conservancy projects in high-altitude areas. It combines the example of the topographic mappingproject of the water conservancy interconnection project in high-altitude areas of Yunnan Province to analyze the causes and derive formulas for the influencing factors of projection deformation in engineeringmeasurement. The different combinations of projection surface and projection central meridian in projec.tion deformation calculation methods are analyzed and compared. Empirical calculation research showsthat in high-altitude areas, the project takes the average elevation of the measurement area as the projec.tion surface and calculates the central meridian in reverse. It sets up a projection with a central meridianminimizes projection deformation, and establishes the best coordinate system elfect.

Key words: high altitude areas, length distortion, projection, plane projection zone

CLC Number: