Evaluation of accuracy of DEMs obtained from uav-point clouds for different topographical areas

ArticleAçık Erişim

Özet

The main objective of the study was to examine accuracies of DEMs (Digital Elevation Models) with different topographical structures generated by using the Unmanned Aerial Vehicle (UAV) point clouds. Two different terrains with flat and sloping topographical structures were selected for the study, and DEMs of these terrains were generated using eight interpolation techniques (Kriging, Natural Neighbor, Radial Basis Function Triangulation with Linear interpolation, Nearest Neighbor, Invers Distance to a Power, Local Polynomial and Minimum Curvature). The accuracies of DEMs were tested by calculating the statistic methods with the help of the control points obtained by land surveying techniques. At the end of the study, it was observed that in DEMs prepared for both flat (study area 1) and sloping (study area 2) terrains, Kriging interpolation method yields the best results as study area 1 and 2, respectively. In addition, the results were examined using Shapiro-Wilk and ANOVA: Friedman tests. After observing with the Shapiro-Wilk test that the data has a normal distribution, it was statistically determined through the parametric ANOVA: Friedman test that there is no difference between the variables.

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RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/ebyu/16218Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.26833/ijeg.329717Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorAkar, A.
dc.date.accessioned2026-10-18T20:33:42.128244359Z
dc.date.available2026-10-18T20:33:42.128244359Z
dc.date.issued2017
dc.description.abstractThe main objective of the study was to examine accuracies of DEMs (Digital Elevation Models) with different topographical structures generated by using the Unmanned Aerial Vehicle (UAV) point clouds. Two different terrains with flat and sloping topographical structures were selected for the study, and DEMs of these terrains were generated using eight interpolation techniques (Kriging, Natural Neighbor, Radial Basis Function Triangulation with Linear interpolation, Nearest Neighbor, Invers Distance to a Power, Local Polynomial and Minimum Curvature). The accuracies of DEMs were tested by calculating the statistic methods with the help of the control points obtained by land surveying techniques. At the end of the study, it was observed that in DEMs prepared for both flat (study area 1) and sloping (study area 2) terrains, Kriging interpolation method yields the best results as study area 1 and 2, respectively. In addition, the results were examined using Shapiro-Wilk and ANOVA: Friedman tests. After observing with the Shapiro-Wilk test that the data has a normal distribution, it was statistically determined through the parametric ANOVA: Friedman test that there is no difference between the variables.
dc.identifier.doi10.26833/ijeg.329717
dc.identifier.eissn2548-0960
dc.identifier.endpage117
dc.identifier.issn2548-0960
dc.identifier.issue3
dc.identifier.startpage110
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/16218
dc.identifier.volume2
dc.identifier.wosWOS:000425048900005
dc.language.isoen
dc.publisherSELCUK UNIV PRESS
dc.relation.ispartofINTERNATIONAL JOURNAL OF ENGINEERING AND GEOSCIENCES
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectDigital Elevation Model
dc.subjectUnmanned Aerial Vehicles
dc.subjectKriging
dc.subjectANOVA
dc.subjectINTERPOLATION
dc.subjectPHOTOGRAMMETRY
dc.subjectMODELS
dc.subjectEngineering, Geological
dc.subjectEngineering
dc.titleEvaluation of accuracy of DEMs obtained from uav-point clouds for different topographical areas
dc.typeArticle
dspace.entity.typePublication
rdl.citation.trdizin7
rdl.citation.wos31
rdl.departmentERZİNCAN BİNALİ YILDIRIM ÜNİVERSİTESİ
rdl.oa.statusgold
rdl.source.indexWOS
rdl.source.indexTRDIZIN
rdl.wos.indexEmerging Sources Citation Index (ESCI)