Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban Areas

This article aims to highlight the benefits of UAV photogrammetric measurements in addition to classical ones. It will also deal with the processing and integration of the point cloud, respectively the digital elevation model in topo-cadastral works. The main purpose of this paper is to compare the...

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Main Authors: Elemer Emanuel SUBA, Tudor SĂLĂGEAN, Ioana POP, Florica MATEI, Jutka DEAK, Iulia COROIAN, Diana FICIOR
Format: Article
Language:English
Published: AcademicPres 2017-11-01
Series:Bulletin of University of Agricultural Sciences and Veterinary Medicine Cluj-Napoca: Horticulture
Subjects:
Online Access:http://journals.usamvcluj.ro/index.php/horticulture/article/view/12793
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author Elemer Emanuel SUBA
Tudor SĂLĂGEAN
Ioana POP
Florica MATEI
Jutka DEAK
Iulia COROIAN
Diana FICIOR
author_facet Elemer Emanuel SUBA
Tudor SĂLĂGEAN
Ioana POP
Florica MATEI
Jutka DEAK
Iulia COROIAN
Diana FICIOR
author_sort Elemer Emanuel SUBA
collection DOAJ
description This article aims to highlight the benefits of UAV photogrammetric measurements in addition to classical ones. It will also deal with the processing and integration of the point cloud, respectively the digital elevation model in topo-cadastral works. The main purpose of this paper is to compare the results obtained using the UAV photogrammetric measurements with the results obtained by classical methods. It will briefly present the classical measurements made with the total station. In the present project, the closed-circuit traverse and the supported on the endings traverse were made using known coordinate points. Determining the coordinates of the points used for the traverses was done by GNSS methods. The area on which the measurements were made is 67942m2 and is covered by 31 determined station points. From these points, 13 were used as ground control points, respectively components of the aero-triangulation network and 17 points were used to control the obtained results by comparing their coordinates obtained by classical methods with those obtained by the UAV photogrammetric method. It was intended that the constraint points of the aero triangulation to be uniformly distributed on the studied surface.
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spelling doaj.art-3be2e13f2d3249aaa2731b34ac757f572022-12-22T02:31:34ZengAcademicPresBulletin of University of Agricultural Sciences and Veterinary Medicine Cluj-Napoca: Horticulture1843-52541843-53942017-11-0174219720310.15835/buasvmcn-hort:002610439Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban AreasElemer Emanuel SUBA0Tudor SĂLĂGEAN1Ioana POP2Florica MATEI3Jutka DEAK4Iulia COROIAN5Diana FICIOR6Department of Topography and Cadastre. Technical University of Civil Engineering, 124 Lacul Tei Boulevard, 020396 București, BucharestUniversity of Agricultural Sciences and Veterinary Medicine, 3-5 Manastur St., 400372 Cluj-NapocaUniversity of Agricultural Sciences and Veterinary Medicine, 3-5 Manastur St., 400372 Cluj-NapocaUniversity of Agricultural Sciences and Veterinary Medicine, 3-5 Manastur St., 400372 Cluj-NapocaUniversity of Agricultural Sciences and Veterinary Medicine, 3-5 Manastur St., 400372 Cluj-NapocaUniversity of Agricultural Sciences and Veterinary Medicine, 3-5 Manastur St., 400372 Cluj-NapocaUniversity of Agricultural Sciences and Veterinary Medicine, 3-5 Manastur St., 400372 Cluj-NapocaThis article aims to highlight the benefits of UAV photogrammetric measurements in addition to classical ones. It will also deal with the processing and integration of the point cloud, respectively the digital elevation model in topo-cadastral works. The main purpose of this paper is to compare the results obtained using the UAV photogrammetric measurements with the results obtained by classical methods. It will briefly present the classical measurements made with the total station. In the present project, the closed-circuit traverse and the supported on the endings traverse were made using known coordinate points. Determining the coordinates of the points used for the traverses was done by GNSS methods. The area on which the measurements were made is 67942m2 and is covered by 31 determined station points. From these points, 13 were used as ground control points, respectively components of the aero-triangulation network and 17 points were used to control the obtained results by comparing their coordinates obtained by classical methods with those obtained by the UAV photogrammetric method. It was intended that the constraint points of the aero triangulation to be uniformly distributed on the studied surface.http://journals.usamvcluj.ro/index.php/horticulture/article/view/12793photogrammetric measurements, point cloud, topographical plan, UAV
spellingShingle Elemer Emanuel SUBA
Tudor SĂLĂGEAN
Ioana POP
Florica MATEI
Jutka DEAK
Iulia COROIAN
Diana FICIOR
Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban Areas
Bulletin of University of Agricultural Sciences and Veterinary Medicine Cluj-Napoca: Horticulture
photogrammetric measurements, point cloud, topographical plan, UAV
title Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban Areas
title_full Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban Areas
title_fullStr Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban Areas
title_full_unstemmed Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban Areas
title_short Using Photogrammetric UAV Measurements as Support for Classical Topographical Measurements in Order to Obtain the Topographic Plan for Urban Areas
title_sort using photogrammetric uav measurements as support for classical topographical measurements in order to obtain the topographic plan for urban areas
topic photogrammetric measurements, point cloud, topographical plan, UAV
url http://journals.usamvcluj.ro/index.php/horticulture/article/view/12793
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