A Variance Model in NRTK-Based Geodetic Positioning as a Function of Baseline Length

Geosciences

Ömer Gökdaş¹  M.Tevfik Özlüdemir¹ 

[1] Department of Geomatics Engineering, IGS ISTA Satellite Observation and Processing Laboratory, Istanbul Technical University, 34469 Istanbul, Turkey;

关键词: geodetic network design;    variance modelling;    time series;    accuracy;    precision;    baseline length;   

DOI  :  10.3390/geosciences10070262

来源: DOAJ

【 摘 要 】

This study examines the effect of baseline length on accuracy and precision in Network Real-Time Kinematic (NRTK) positioning and develops an experimental mathematical model to express this effect. The study also measures the performances of the Flaechen Korrektur Parameter (FKP) and Virtual Reference Stations (VRS) methods at different baseline lengths. The study makes use of the stations that form two Continuously Operating Reference Station (CORS) networks, one of which is local and the other national. Calculations were made to perform various geodetic operations, such as datum transformations between the two networks, identifications of positional velocities, and epoch shifting. BERNESE (v5.2) software was used to identify coordinate values assumed to be true based on International GNSS Service (IGS) products. No significant changes were observed in the RMSE values in baseline lengths of up to 40 km. In contrast, an average linear correlation of 69.2% was determined between precision and baseline length. Measurements were evaluated and tested using the variance model created as a function of the baseline length, in line with the aims of the study, and the results were found to be consistent. Moreover, in an examination of the Root Mean Square Error (RMSE) and precision values of the FKP and VRS measurements, no significant differences were observed. The mean differences were at the millimetre level.

【 授权许可】

Unknown