VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGS
The paper presents the project which was carried out in the Photogrammetric Laboratory of Warsaw University of Technology. The experiment is concerned with the extraction of 3D vector data for buildings creation from 3D photogrammetric model based on the Ikonos stereo images. The model was reconstru...
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Series: | The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences |
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doaj-bab3f18c1268488491dc28786bd54ecd2020-11-24T21:06:53ZengCopernicus PublicationsThe International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences1682-17502194-90342012-07-01XXXIX-B411712110.5194/isprsarchives-XXXIX-B4-117-2012VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGSA. Bujakiewicz0M. Holc1Department of Photogrammetry, Remote Sensing and Spatial Information Systems, Faculty of Geodesy and Cartography Warsaw University of Technology, Plac Politechniki 1, Warsaw, PolandDepartment of Photogrammetry, Remote Sensing and Spatial Information Systems, Faculty of Geodesy and Cartography Warsaw University of Technology, Plac Politechniki 1, Warsaw, PolandThe paper presents the project which was carried out in the Photogrammetric Laboratory of Warsaw University of Technology. The experiment is concerned with the extraction of 3D vector data for buildings creation from 3D photogrammetric model based on the Ikonos stereo images. The model was reconstructed with photogrammetric workstation – Summit Evolution combined with ArcGIS 3D platform. Accuracy of 3D model was significantly improved by use for orientation of pair of satellite images the stereo measured tie points distributed uniformly around the model area in addition to 5 control points. The RMS for model reconstructed on base of the RPC coefficients only were 16,6 m, 2,7 m and 47,4 m, for X, Y and Z coordinates, respectively. By addition of 5 control points the RMS were improved to 0,7 m, 0,7 m 1,0 m, where the best results were achieved when RMS were estimated from deviations in 17 check points (with 5 control points)and amounted to 0,4 m, 0,5 m and 0,6 m, for X, Y, and Z respectively. The extracted 3D vector data for buildings were integrated with 2D data of the ground footprints and afterwards they were used for 3D modelling of buildings in Google SketchUp software. The final results were compared with the reference data obtained from other sources. It was found that the shape of buildings (in concern to the number of details) had been reconstructed on level of LoD1, when the accuracy of these models corresponded to the level of LoD2.http://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XXXIX-B4/117/2012/isprsarchives-XXXIX-B4-117-2012.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
A. Bujakiewicz M. Holc |
spellingShingle |
A. Bujakiewicz M. Holc VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGS The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences |
author_facet |
A. Bujakiewicz M. Holc |
author_sort |
A. Bujakiewicz |
title |
VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGS |
title_short |
VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGS |
title_full |
VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGS |
title_fullStr |
VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGS |
title_full_unstemmed |
VHRS STEREO IMAGES FOR 3D MODELLING OF BUILDINGS |
title_sort |
vhrs stereo images for 3d modelling of buildings |
publisher |
Copernicus Publications |
series |
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences |
issn |
1682-1750 2194-9034 |
publishDate |
2012-07-01 |
description |
The paper presents the project which was carried out in the Photogrammetric Laboratory of Warsaw University of Technology. The experiment is concerned with the extraction of 3D vector data for buildings creation from 3D photogrammetric model based on the Ikonos stereo images. The model was reconstructed with photogrammetric workstation – Summit Evolution combined with ArcGIS 3D platform. Accuracy of 3D model was significantly improved by use for orientation of pair of satellite images the stereo measured tie points distributed uniformly around the model area in addition to 5 control points. The RMS for model reconstructed on base of the RPC coefficients only were 16,6 m, 2,7 m and 47,4 m, for X, Y and Z coordinates, respectively. By addition of 5 control points the RMS were improved to 0,7 m, 0,7 m 1,0 m, where the best results were achieved when RMS were estimated from deviations in 17 check points (with 5 control points)and amounted to 0,4 m, 0,5 m and 0,6 m, for X, Y, and Z respectively. The extracted 3D vector data for buildings were integrated with 2D data of the ground footprints and afterwards they were used for 3D modelling of buildings in Google SketchUp software. The final results were compared with the reference data obtained from other sources. It was found that the shape of buildings (in concern to the number of details) had been reconstructed on level of LoD1, when the accuracy of these models corresponded to the level of LoD2. |
url |
http://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XXXIX-B4/117/2012/isprsarchives-XXXIX-B4-117-2012.pdf |
work_keys_str_mv |
AT abujakiewicz vhrsstereoimagesfor3dmodellingofbuildings AT mholc vhrsstereoimagesfor3dmodellingofbuildings |
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1716764385562591232 |