GPS and GLONASS Static and Kinematic PPP Results

Author:

Anquela A. B.1,Martín A.2,Berné J. L.3,Padín J.1

Affiliation:

1. Lecturer Professor, Dept. of Cartographic Engineering, Geodesy and Photogrammetry, Universitat Politècnica de València, Camino de Vera s/n, Valencia 46022, Spain.

2. Lecturer Professor, Dept. of Cartographic Engineering, Geodesy and Photogrammetry, Universitat Politècnica de València, Camino de Vera s/n, Valencia 46022, Spain (corresponding author).

3. Professor, Dept. of Cartographic Engineering, Geodesy and Photogrammetry, Universitat Politècnica de València, Camino de Vera s/n, Valencia 46022, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference28 articles.

1. Comparing GLONASS-only with GPS-only and hybrid positioning in various length of baselines

2. Azab M. El-Rabbany A. Shoukry M. N and Khalil R. (2011). “Precise point positioning using combined GPS/GLONASS measurements.” Proc. FIG Working Week 2001 Bridging the Gap between Cultures International Federation of Surveyors Copenhagen Denmark.

3. Bisnath S. N. Beran T. and Langley R. B. (2002). “Precise platform positioning with a single GPS receiver.” GPS World 13(4) 42–49.

4. Comparing GPS-only with GPS + GLONASS positioning in a regional permanent GNSS network

5. Precise point positioning using combined GPS and GLONASS observations;Cai C.;J. Global Positioning Syst.,2007

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