The impact of processing parameters on high-accuracy measurements in UAV photogrammetry

• Eight parameters were assessed using 768 variants from 10 surveys over a 220 ha area. • GNSS PPK positioning and additional camera calibration corrections boost accuracy. • Cross-validation and spline analysis effectively separate systematic and random errors. • Optimized processing halved systematic errors in displacement determination. Unmanned aerial vehicle (UAV) photogrammetry is increasingly used in applications requiring high accuracy, such as determining ground surface changes caused by landslides, mining, or microrelief transformation. While acquisition strategies have been widely studied, the influence of the processing workflow—particularly Bundle Block Adjustment parameter settings—remains insufficiently explored. This study addresses this gap through a systematic, full-factorial evaluation of 768 processing variants applied to ten UAV datasets collected over 1.5 years in a 220 ha study area. Eight key parameters were analysed. The results show substantial variability in final 3D accuracy: the best-performing variant achieved a root mean square error (RMSE) of 16 mm, whereas the weakest reached 303 mm. The most influential factors were the number of ground control points, the application of additional camera calibration corrections, and the use of the Post-Processing Kinematic GNSS method for determining camera projection center coordinates. The study also evaluates how workflow optimization affects the accuracy of displacement, tilt changes, and horizontal strain determination. While random displacement errors remained stable (RMSE of ∼ 6–7 mm), systematic errors were significantly reduced by over half in all axes, with vertical median absolute error decreasing from 14 mm to 7 mm in the optimized configuration compared to the baseline previously used by the authors. This study provides the first large-scale, practice-oriented assessment of how processing parameter selection shapes the accuracy of both photogrammetric products and deformation indices determination. The results offer actionable guidance for developing more robust and repeatable UAV photogrammetry workflows tailored to high-precision monitoring.

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Publication Details

Journal
Measurement
Published
2026-01-04
DOI
https://doi.org/10.1016/j.measurement.2026.120315
Citations
1
Primary Topic
3D Surveying and Cultural Heritage
Type
article
Field-Weighted Citation Impact
59.26
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article

The impact of processing parameters on high-accuracy measurements in UAV photogrammetry

Edyta Puniach, Wojciech Gruszczyński, Elżbieta Pastucha, Paweł Ćwiąkała
1 citations
Measurement
3D Surveying and Cultural Heritage
59.26
article

The impact of processing parameters on high-accuracy measurements in UAV photogrammetry

Edyta Puniach, Wojciech Gruszczyński, Elżbieta Pastucha, Paweł Ćwiąkała
article en
1 citations

Abstract

• Eight parameters were assessed using 768 variants from 10 surveys over a 220 ha area. • GNSS PPK positioning and additional camera calibration corrections boost accuracy. • Cross-validation and spline analysis effectively separate systematic and random errors. • Optimized processing halved systematic errors in displacement determination. Unmanned aerial vehicle (UAV) photogrammetry is increasingly used in applications requiring high accuracy, such as determining ground surface changes caused by landslides, mining, or microrelief transformation. While acquisition strategies have been widely studied, the influence of the processing workflow—particularly Bundle Block Adjustment parameter settings—remains insufficiently explored. This study addresses this gap through a systematic, full-factorial evaluation of 768 processing variants applied to ten UAV datasets collected over 1.5 years in a 220 ha study area. Eight key parameters were analysed. The results show substantial variability in final 3D accuracy: the best-performing variant achieved a root mean square error (RMSE) of 16 mm, whereas the weakest reached 303 mm. The most influential factors were the number of ground control points, the application of additional camera calibration corrections, and the use of the Post-Processing Kinematic GNSS method for determining camera projection center coordinates. The study also evaluates how workflow optimization affects the accuracy of displacement, tilt changes, and horizontal strain determination. While random displacement errors remained stable (RMSE of ∼ 6–7 mm), systematic errors were significantly reduced by over half in all axes, with vertical median absolute error decreasing from 14 mm to 7 mm in the optimized configuration compared to the baseline previously used by the authors. This study provides the first large-scale, practice-oriented assessment of how processing parameter selection shapes the accuracy of both photogrammetric products and deformation indices determination. The results offer actionable guidance for developing more robust and repeatable UAV photogrammetry workflows tailored to high-precision monitoring.

MeasurementVol. 265
Jagiellonian University (PL), University of Southern Denmark (DK), Maersk (Denmark) (DK), AGH University of Krakow (PL)
Openalex Percentile: Top 1%
3D Surveying and Cultural Heritage
59.26
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