Abstract

A network adjustment program is an essential tool for surveyors. It allows the computation of point coordinates and confidence regions from measurements undertaken in the field. It also helps surveyors in the design of optimal networks, both in terms of accuracy and reliability. Conservatoire national des arts et métiers (Cnam), European Organization for Nuclear Research (CERN), and School of Management and Engineering Vaud (HEIG-VD) are three institutions that have developed their own network adjustment applications: Compensation de Mesures Topographiques (CoMeT), Logiciel Général de Compensation (LGC), and Trinet+, respectively. In all these applications, three-dimensional (3D) mathematical functional models are used to process conventional observations and global navigation satellite system (GNSS) 3D vectors. However, some discrepancies may exist in the obtained results between these applications due to differences in the implementation of the functional models. The main objective of this work is to study software effects, and to ensure compatibility and interoperability between these three network adjustment applications. We first present the relevant differences between these applications and then the processing methodology adopted to ensure the best compatibility and interoperability between them. Using generated measurements, which include Gaussian errors, we have been able to study the impact of any differences in the implementation of the functional models on the estimated variance factor and adjusted parameters.

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Data Availability Statement

All data generated during the study are available from the corresponding author by request (point coordinates and generated observations between points for each network).

Acknowledgments

The authors gratefully thank the editor and the reviewers for their comments and suggestions that helped to improve the original manuscript.

References

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 146Issue 2May 2020

History

Received: Mar 26, 2019
Accepted: Sep 19, 2019
Published online: Feb 11, 2020
Published in print: May 1, 2020
Discussion open until: Jul 11, 2020

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Associate Professor, Conservatoire national des arts et métiers (Cnam)/Géomatique et Foncier, 1 Blvd. Pythagore, 72000 Le Mans, France (corresponding author). ORCID: https://orcid.org/0000-0002-9234-6660. Email: [email protected]
Thomas Touzé [email protected]
Assistant Professor, Département Environnement Construit et Géoinformation, School of Management and Engineering Vaud (HEIG-VD), Institut Géomatique, Gestion de l’environnement, Construction et surveillance d’ouvrages, Route de Cheseaux 1, 1400 Yverdon-les-Bains, Switzerland. Email: [email protected]
Surveying Engineer, Survey, Mechatronics and Measurements, EN Dept., European Organization for Nuclear Research (CERN), 1211 Genève, Switzerland. Email: [email protected]
Sébastien Guillaume [email protected]
Assistant Professor, Département Environnement Construit et Géoinformation, School of Management and Engineering Vaud (HEIG-VD), Institut Géomatique, Gestion de l’environnement, Construction et surveillance d’ouvrages, Route de Cheseaux 1, 1400 Yverdon-les-Bains, Switzerland. Email: [email protected]
Paul Henri Cattin [email protected]
Professor, Département Environnement Construit et Géoinformation, School of Management and Engineering Vaud (HEIG-VD), Institut Géomatique, Gestion de l’environnement, Construction et surveillance d’ouvrages, Route de Cheseaux 1, 1400 Yverdon-les-Bains, Switzerland. Email: [email protected]
Laurent Morel [email protected]
Professor, Conservatoire national des arts et métiers (Cnam)/Géomatique et Foncier, 1 Blvd. Pythagore, 72000 Le Mans, France. Email: [email protected]

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