A Test of Height Transfer Using Vertical Deflection Measurements by the Digital Zenith Camera VESTA

Author:

Varna Inese1ORCID,Zarins Ansis2,Silabriedis Gunars2,Morozova Katerina3ORCID,Celms Armands4

Affiliation:

1. Senior Researcher, Institute of Geodesy and Geoinformatics, Univ. of Latvia, Rīga LV-1004, Latvia (corresponding author). ORCID: .

2. Senior Researcher, Institute of Geodesy and Geoinformatics, Univ. of Latvia, Rīga LV-1004, Latvia.

3. Senior Researcher, Institute of Geodesy and Geoinformatics, Univ. of Latvia, Rīga LV-1004, Latvia, ORCID: .

4. Professor and Senior Researcher, Dept. of Land Management and Geodesy, Latvia Univ. of Life Sciences and Technologies, Jelgava LV-3001, Latvia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference17 articles.

1. Celms A. M. Kronbergs V. Cintina and V. Baumane. 2013. “Precision of Latvia leveling network nodal point height.” In Vol. 4 of Proc. 4th Int. Conf. Civil Engineering’13 Part I Land Management and Geodesy 310–317. Jelgava Latvia: Latvia Univ. of Agriculture.

2. The Shuttle Radar Topography Mission

3. GPS precision as a function of session duration and reference frame using multi-point software

4. Guillaume S. B. Bürki S. Griffet and H. M. Durand. 2012. “QDaedalus: Augmentation of total stations by CCD sensor for automated contactless high-precision metrology.” In Proc. FIG Working Week 2012. Rome: International Federation of Surveyors.

5. New ultrahigh-resolution picture of Earth's gravity field

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