This manuscript analyzes two methods for Global Navigation Satellite System positioning error determination for positioning performance assessment by calculation of the distance between the observed and the true positions: one using the Cartesian 3D rectangular coordinate system, and the other using the spherical coordinate system, the Cartesian reference frame distance method, and haversine formula for distance calculation. The study shows unresolved issues in the utilization of position estimates in geographical reference frame for GNSS positioning performance assessment. Those lead to a recommendation for GNSS positioning performance assessment based on original WGS84-based GNSS position estimates taken from recently introduced data access from GNSS software-defined radio (SDR) receivers.
Expression of GNSS Positioning Error in Terms of Distance
2018
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
GNSS Positioning Error Change-point Detection in GNSS Positioning Performance Modelling
DOAJ | 2019
|Error Mechanisms in Indoor Positioning Systems without Support from GNSS
Online Contents | 2009
|Cooperative GNSS Positioning & Navigation
British Library Conference Proceedings | 2011
|Error analysis of high-rate GNSS precise point positioning for seismic wave measurement
Online Contents | 2017
|