Photogrammetric record / Remote sensing and photogrammetry society . vol 18 n° 101Paru le : 01/03/2003 ISBN/ISSN/EAN : 0031-868X |
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Code-barres | Cote | Support | Localisation | Section | Disponibilité |
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106-03011 | RAB | Revue | Centre de documentation | En réserve L003 | Disponible |
Dépouillements
Ajouter le résultat dans votre panierAccuracy prediction for ortho-image generation / Amnon Krupnik in Photogrammetric record, vol 18 n° 101 (March - May 2003)
[article]
Titre : Accuracy prediction for ortho-image generation Type de document : Article/Communication Auteurs : Amnon Krupnik, Auteur Année de publication : 2003 Article en page(s) : pp 41 - 58 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Orthophotographie, orthoimage
[Termes IGN] erreur de mesure
[Termes IGN] modèle numérique de terrain
[Termes IGN] orthoimage
[Termes IGN] pente
[Termes IGN] point d'appui
[Termes IGN] points homologues
[Termes IGN] précision géométrique (imagerie)
[Termes IGN] propagation d'erreurRésumé : (Auteur) This paper revisits the basic mathematical formulation of orthoimage (digital orthophoto) generation. The main objective is to provide an approach for predicting the accuracy of an orthoimage, according to the accuracy of the digital elevation model (DEM), control points and image measurements, the configuration of fiducial, tie and control points, and the ground slope. The approach is based on applying the wellknown law of error propagation to the mathematical model of orthoimage generation. Although it may seem intuitive for professionals in the field of photogrammetry, such an approach is essential in the era when specialists in other fields use offtheshelf software packages for orthoimage generation. Simulations with the derived approach show that the accuracy of the orthoimage is more sensitive to errors in image measurement of fiducial, tie and control points and ground coordinates of control points, than to DEM errors. Nonstandard configurations of fiducial, tie and control points further impair the accuracy. In addition, certain combinations of point location and ground slope might lead to unacceptably large error on the orthoimage. Numéro de notice : A2003-090 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article DOI : 10.1111/0031-868X.t01-1-00001 En ligne : https://doi.org/10.1111/0031-868X.t01-1-00001 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=22386
in Photogrammetric record > vol 18 n° 101 (March - May 2003) . - pp 41 - 58[article]Exemplaires(1)
Code-barres Cote Support Localisation Section Disponibilité 106-03011 RAB Revue Centre de documentation En réserve L003 Disponible Roof boundary extraction using multiple images / Ahmed F. Elaksher in Photogrammetric record, vol 18 n° 101 (March - May 2003)
[article]
Titre : Roof boundary extraction using multiple images Type de document : Article/Communication Auteurs : Ahmed F. Elaksher, Auteur ; J.S. Bethel, Auteur ; E. Mikhail, Auteur Année de publication : 2003 Article en page(s) : pp 27 - 40 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Photogrammétrie numérique
[Termes IGN] appariement géométrique
[Termes IGN] classification dirigée
[Termes IGN] cohérence géométrique
[Termes IGN] contour
[Termes IGN] courbe épipolaire
[Termes IGN] détection de contours
[Termes IGN] exhaustivité des données
[Termes IGN] image aérienne
[Termes IGN] méthode robuste
[Termes IGN] milieu urbain
[Termes IGN] photo-interprétation assistée par ordinateur
[Termes IGN] polygone
[Termes IGN] reconstruction 3D du bâti
[Termes IGN] segmentation d'imageRésumé : (Auteur) Urban area building extraction is one of the most challenging problems in photogrammetry. Wellextracted buildings are needed for a variety of applications, such as cartography, building GIS databases for cities, and urban planning. This paper presents a new technique to extract 3D building wireframes using a robust multiimage linematching algorithm. Although one pair of images is adequate to find the 3D position of two visibly corresponding image, features, it is not sufficient to solve the general building extraction problem due to obscured parts in the building. Four images are used in this research to extract the building wireframes. First the images are segmented into regions. Regions are then classified into roof regions and nonroof regions based on their size, shape, and intensity values. The roof region boundary pixels are located and used to find the region perimeters. Region correspondence is solved in a pairwise mode over all images using the epipolar constraint, region size, region shape, and region intensity values. Image lines within the corresponding regions are matched over all images simultaneously by first creating a plane for each region line. Planes are then intersected simultaneously and geometric consistency is used to determine acceptance or rejection. Results with high overlap and sidelap aerial images are presented and evaluated. The results show the completeness and accuracy that this method can provide for extracting complex urban buildings. The average coordinate accuracy is about 08 m using 1:4000 scale aerial photographs scanned at 30 um Six buildings were examined; the line detection rate is 98%. Numéro de notice : A2003-091 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article DOI : 10.1111/0031-868X.t01-1-00003 En ligne : https://doi.org/10.1111/0031-868X.t01-1-00003 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=22387
in Photogrammetric record > vol 18 n° 101 (March - May 2003) . - pp 27 - 40[article]Exemplaires(1)
Code-barres Cote Support Localisation Section Disponibilité 106-03011 RAB Revue Centre de documentation En réserve L003 Disponible