Assessment of Using UAV Photogrammetry Based DEM and Ground-Measurement Based DEM in Computer-Assisted Forest Road Design

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dc.contributor.authorTas, Inanç
dc.contributor.authorKaska, Mehmet Sait
dc.contributor.authorAkay, Abdullah Emin
dc.date.accessioned2026-02-08T15:08:23Z
dc.date.available2026-02-08T15:08:23Z
dc.date.issued2023
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractComputer-assisted forest road design mainly relies on a high-resolution digital elevation model (DEM), which provides terrain data for supporting the analysis of road design features. The resolution and accuracy of the DEM in representing the terrain structures vary depending on the preferred dataset, which then reflects some of the essential road features such as alignment, road slope, and earthwork. In this study, three forest road sections were designed by using high-resolution DEMs generated from UAV photogrammetry data, GNSS-GPS data and Total Station data. NetCAD 7.6 software, developed in Turkey and mostly used in road design applications, was used to perform the road design while calculating horizontal profiles, vertical profiles, curves, cross sections, and earthwork. The DEM generation capabilities for three datasets were compared based on spatial resolution, data collection and data processing stage. Then, the differences between three road sections were evaluated by considering specified road features such as alignment properties, road slope, and earthwork. The results indicated that the UAV (Unmanned Aerial Vehicles) based DEM generation method provided the highest resolution (10 cm), followed by the Total Station (56 cm) and GNSS-GPS (61 cm) based methods. When comparing the time for data collection procedure, it took 14 minutes, 70 minutes, and 110 minutes for UAV data, GNSS-GPS data, and Total Station data, respectively. On the other hand, UAV based method falls into a disadvantageous situation in data processing stage, due to high data processing time (3 hours). However, GNSS-GPS and Total Station based methods work only with spatial point data, so they require less processing time of 15 minutes and 25 minutes, respectively. The results indicated that road lengths were 294.8, 272.4 and 282.1 m and the average road slopes were 3.41%, 3.39%, and 3.31% for the road sections designed by using UAV, GNSS-GPS, and Total Station based DEMs, respectively. The excavation and landfill volumes were 369.16 m3 and 166.98 m3, 285.86 m3 and 201.83 m3, and 433.17 m3 and 183.95 m3, respectively. The results indicated that UAV photogrammetry data generates high-resolution DEMs that can be effectively used to design forest roads.
dc.identifier.doi10.33904/ejfe.1312514
dc.identifier.endpage9
dc.identifier.issn2149-5637
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85166346441
dc.identifier.scopusqualityN/A
dc.identifier.startpage1
dc.identifier.trdizinid1185432
dc.identifier.urihttps://doi.org/10.33904/ejfe.1312514
dc.identifier.urihttps://hdl.handle.net/20.500.12885/4978
dc.identifier.volume9
dc.indekslendigikaynakTR-Dizin
dc.indekslendigikaynakScopus
dc.language.isoen
dc.relation.ispartofEuropean Journal of Forest Engineering
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_TR-Dizin_20260207
dc.subjectUAV
dc.subjectDigital elevation model
dc.subjectforest roads
dc.subjectGNSS-GPS
dc.subjectNetCAD
dc.subjecttotal station
dc.titleAssessment of Using UAV Photogrammetry Based DEM and Ground-Measurement Based DEM in Computer-Assisted Forest Road Design
dc.typeArticle

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