Developing New National Geodetic Reference Frame of Nepal

Authors

  • Narayan Regmi Survey Department
  • Sandesh Upadhyaya Survey Department
  • Manisha Thapa Survey Department
  • Shiva Prasad Lamsal Survey Department
  • Suraj Bahadur KC Survey Department
  • Suresh Shrestha Survey Department
  • Sushmita Timalsina Survey Department
  • Dipesh Suwal Survey Department
  • Mahesh Thapa Survey Department
  • Shanker KC Survey Department

Keywords:

Reference Frame, Helmert Transformation, GNSS, ITRF, Nepal

Abstract

Geodetic reference frame is fundamental geodetic infrastructure required for positioning for surveying and mapping purposes. This paper presents a method to develop national level geodetic reference frame tied to global reference frame by utilizing the long-term GNSS observations. The key to realize a national reference frame is to transform Earth-Centered Earth-Fixed (ECEF) X, Y, and Z coordinates from International Terrestrial Reference Frame (ITRF) to national reference frame is by application of 14-Helmert transformation parameters. Initially, precise point positioning (PPP) provides the X, Y, and Z coordinates of reference stations with respect to ITRF, which in turn transformed to national geodetic reference frame. This paper discusses the development of 14-Helmert transformation parameter taking example of Nepal geodetic reference frame being built in near future.

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Published

2025-05-29

How to Cite

Developing New National Geodetic Reference Frame of Nepal. (2025). Journal on Geoinformatics, Nepal, 24, 59-66. https://doi.org/10.3126/njg.v24i1.79350

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Articles

How to Cite

Developing New National Geodetic Reference Frame of Nepal. (2025). Journal on Geoinformatics, Nepal, 24, 59-66. https://doi.org/10.3126/njg.v24i1.79350