| Issue |
E3S Web Conf.
Volume 94, 2019
International Symposium on Global Navigation Satellite System 2018 (ISGNSS 2018)
|
|
|---|---|---|
| Article Number | 01022 | |
| Number of page(s) | 8 | |
| Section | Positioning Technology and Applications | |
| DOI | https://doi.org/10.1051/e3sconf/20199401022 | |
| Published online | 08 May 2019 | |
Long-range Single Baseline RTK GNSS Positioning for Land Cadastral Survey Mapping
1
Geodesy Research Group, Institut Teknologi Bandung, Indonesia
2
General Technology Indonesia
* Corresponding author: brian@fitb.itb.ac.id
In Indonesia, Global Navigation Satellite System (GNSS) has become one of the important tool in survey mapping, especially for cadastral purposes like land registration by using Real Time Kinematic (RTK) GNSS positioning method. The conventional RTK GNSS positioning method ensure high accuracy GNSS position solution (within several centimeters) for baseline less than 20 kilometers. The problems of resolving high accuracy position for a greater distance (more than 50 kilometers) becomes greater challenge. In longer baseline, atmospheric delays is a critical factor that influenced the positioning accuracy. In order to reduce the error, a modified LAMBDA ambiguity resolution, atmospheric correction and modified kalman filter were used in this research. Thus, this research aims to investigate the accuracy of estimated position and area in respect with short baseline RTK and differential GNSS position solution by using NAVCOM SF-3040. The results indicate that the long-range single baseline RTK accuracy vary from several centimeters to decimeters due to unresolved biases.
© The Authors, published by EDP Sciences, 2019
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