Geoscience Reference
In-Depth Information
Fig. 4
Ntrip system components
Fig. 5
The architecture of RRTK technique
roving station (user). The transmission of both data and results were performed
over the Internet. The real time GPS measurement stream provided a new mea-
surement every second for each GPS data sources. The emphasis of this pre-
liminary study was to investigate the quality of the measurements.
5 Experimental Data Collection and Processing
The proposed landslide deformation monitoring technique using RRTK principle
and the server-based processing methodology was tested using data from test sites
located at the Universiti Teknologi Malaysia. A 388-s dataset acquired at 1 s
interval on March 18, 2013, was processed to test the performance of the devel-
oped methodology. The reference station and rover configuration is shown in
Fig.
6
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