Developing New National Geodetic Reference Frame of Nepal

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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Publication Details

Journal
Nepalese journal of geoinformatics/Journal of geoinformatics Nepal
Published
2025-05-29
DOI
https://doi.org/10.3126/njg.v24i1.79350
Primary Topic
Inertial Sensor and Navigation
Type
article
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0.00
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article

Developing New National Geodetic Reference Frame of Nepal

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Nepalese journal of geoinformatics/Journal of geoinformatics Nepal
Inertial Sensor and Navigation
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Developing New National Geodetic Reference Frame of Nepal

Shanker KC, S Lamsal, Suraj KC, Narayan Prasad Regmi, Sandesh Upadhyaya, Mahesh M. Thapa, Makshindra Thapa, Suresh Das Shrestha, Sushmita Timalsina, Dipesh Suwal
article en

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.

Nepalese journal of geoinformatics/Journal of geoinformatics NepalVol. 24
Openalex Percentile: Top 84%
Inertial Sensor and Navigation
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