Comparison of the publicly available digital terrain model provided by the head office of geodesy and cartography with GNSS satellite measurement
 
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University of Agriculture in Krakow Department of Land Surveying
 
 
Submission date: 2022-02-21
 
 
Acceptance date: 2022-03-21
 
 
Publication date: 2022-03-31
 
 
Corresponding author
Mariusz Zygmunt   

University of Agriculture in Krakow Department of Land Surveying
 
 
Geomatics, Landmanagement and Landscape 2022;(1)
 
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ABSTRACT
Due to the ever-better accessibility of the digital terrain model (DTM), it is enjoying growing popularity as a source of information about the surrounding world. It became even more approachable when DTM data covering the whole of Poland was made available free of charge on the Geoportal website. The GRID with a resolution of 1 meter per 1 meter covers virtually the entire country. The data on the Geoportal does not only refer to the measurements processed into a grid of squares, but also includes measurement data. They can be accessed through a systematic division into section sheets in the 1992 system. The paper presents research on assessing the accuracy of these publicly available data, compared to measurements obtained with the GNSS observations. The analysis involved data directly from the measurement device, not yet processed into a grid of squares. As part of the research, the height of 3 objects was compared. It was decided to measure the terrain profiles. To get as close as possible to the source data provided at the Geoportal website, the selected points of profiles previously identified in the point cloud were measured. This approach freed the final results from the need for height interpolation for the data selected for analysis. As result, the potential source of errors in such an approach was eliminated. Although during a classical profile measurement with this technology the selection of points would certainly be different, for research purposes this approach seems optimal. For this reason, in addition to the expected deviations resulting from the height differences of the tested points, deviations from the data from the point cloud of the XY coordinates, related to the adopted technology, are also presented.
ISSN:2300-1496
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