Simulation case study of deformations and landslides using real-time GNSS precise point positioning technique

被引:26
|
作者
Capilla, Raquel M. [1 ]
Luis Berne, Jose [2 ]
Martin, Angel [2 ]
Rodrigo, Raul [3 ]
机构
[1] Cartog Inst Valencia, Valencia 46018, Spain
[2] Univ Politecn Valencia, Dept Cartog Engn Geodesy & Photogrammetry, Valencia 46022, Spain
[3] Univ Politecn Valencia, Tech Sch Engn Geodesy Cartog & Surveying, Valencia 46022, Spain
关键词
Global Navigation Satellite Systems; real-time; precise point positioning; landslides; deformations; GPS; PPP; RESOLUTION;
D O I
10.1080/19475705.2015.1137243
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The precise point positioning (PPP) is a Global Navigation Satellite System (GNSS) computation technique that performs precise positioning using a single receiver. This is the main advantage over the traditional differential positioning for geodesy and geomatics which requires, at least, two receivers to get a precise position or a single receiver connected to a network of reference stations. The main goal of this work was to study the real-time PPP technique for deformation and landslides monitoring. A custom designed device was used for the simulation of landslides, and several test campaigns were performed at field. A control unit was designed based on open-source software and Python libraries implemented in this research. The conclusion of the study shows that real-time PPP allows solutions for deformation monitoring with mean offsets of 2cm in north, east and up components, and standard deviations of 2cm. It demonstrates the reliability of real-time PPP monitoring systems to detect deformations up to 5cm of magnitude when the double constellation (GPS+GLONASS) was used. Finally, an improvement in the results with the recovery of fixed ambiguities in the PPP algorithms is outlined.
引用
收藏
页码:1856 / 1873
页数:18
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