Statistical Comparison of Geodetic Baseline for Topographic–Geodetic Purposes Using a Low-Cost GNSS Receiver and Electromagnetic Distance Measurement

Author:

Hernández Andrade Daniel1ORCID,de Lacy Pérez de los Cobos María Clara2ORCID,Romero Andrade Rosendo3ORCID,Trejo Soto Manuel E.1ORCID

Affiliation:

1. Faculty of Earth and Space Sciences, Autonomous Univ. of Sinaloa, Culiacán, Sinaloa 80040, Mexico. ORCID:

2. Dept. of Applied Mathematics and Data Science, Univ. of San Pablo Ceu, Madrid 28003, Spain. ORCID:

3. Faculty of Earth and Space Sciences, Autonomous Univ. of Sinaloa, Culiacán, Sinaloa 80040, Mexico (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference49 articles.

1. A comparative study for accuracy assessment of PPP technique using GPS and GLONASS in urban areas

2. Performance of low-cost GNSS receiver for landslides monitoring: test and results

3. Ephemeris errors of GPS satellites

4. The International GPS Service: Celebrating the 10th anniversary and looking to the next decade

5. Ferhat G. J.-P. Malet and P. Ulrich. 2015. “Evaluation of different processing strategies of continuous GPS (CGPS) observations for landslide monitoring.” In Proc. EGU General Assembly Conf. Abstracts 10582. Munich Germany: European Geosciences Union.

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