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Zoom-dependent camera calibration in digital close-range photogrammetry / Clive Simpson Fraser in Photogrammetric Engineering & Remote Sensing, PERS, vol 72 n° 9 (September 2006)  

Public [article]  inPhotogrammetric Engineering & Remote Sensing, PERS > vol 72 n° 9 (September 2006) . - pp 1017 - 1026 Titre : Zoom-dependent camera calibration in digital close-range photogrammetry Type de document : Article/Communication Auteurs : Clive Simpson Fraser, Auteur ; S. Al-Ajlouni, Auteur Année de publication : 2006 Article en page(s) : pp 1017 - 1026 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Acquisition d'image(s) et de donnée(s) [Termes IGN] caméra numérique [Termes IGN] correction d'image [Termes IGN] distorsion d'image [Termes IGN] étalonnage de capteur (imagerie) [Termes IGN] lentille [Termes IGN] orientation interne [Termes IGN] photogrammétrie métrologique [Termes IGN] photographie terrestre [Termes IGN] zoom Résumé : (Auteur) One of the well-known constraints applying to the adoption of consumer-grade digital cameras for photogrammetric measurement is the requirement to record imagery at fixed zoom and focus settings. The camera is then calibrated for the lens setting employed. This requirement arises because calibration parameters vary significantly with zoom/focus setting. In this paper, a zoom-dependent calibration process is proposed whereby the image coordinate correction model for interior orientation and lens distortion is expressed as a function of the focal length written to the EXIF header of the image file. The proposed approach frees the practitioner from the requirement to utilize fixed zoom/focus settings for the images forming the photogrammetric network. Following a review of the behaviour of camera calibration parameters with varying zoom settings, an account of the newly developed zoom-dependent calibration model is presented. Experimental results of its application to four digital cameras are analysed. These show that the proposed approach is suited to numerous applications of medium-accuracy, digital, close-range photogrammetry. Copyright ASPRS Numéro de notice : A2006-382 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article DOI : 10.14358/PERS.72.9.1017 En ligne : https://doi.org/10.14358/PERS.72.9.1017 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=28106 [article]

Orientation of ground-level motion imagery using building facades / A. Stefanidis in Photogrammetric Engineering & Remote Sensing, PERS, vol 72 n° 9 (September 2006)  

Public [article]  inPhotogrammetric Engineering & Remote Sensing, PERS > vol 72 n° 9 (September 2006) . - pp 1061 - 1072 Titre : Orientation of ground-level motion imagery using building facades Type de document : Article/Communication Auteurs : A. Stefanidis, Auteur ; C. Georgidis, Auteur ; Peggy Agouris, Auteur Année de publication : 2006 Article en page(s) : pp 1061 - 1072 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Photogrammétrie terrestre [Termes IGN] acquisition d'images [Termes IGN] angle de visée [Termes IGN] bati [Termes IGN] correction d'image [Termes IGN] milieu urbain [Termes IGN] orientation du capteur [Termes IGN] orientation externe [Termes IGN] prise de vue terrestre Résumé : (Auteur) In this paper, we address the orientation of ground-level motion imagery captured by sensors roaming in an urban area. We investigate the use of building façades (instead of traditional points), as matching features for ground-level motion imagery orientation. We assume a situation where few images in our sequence are already absolutely oriented, and present a novel approach to orient all remaining in between image sequences relative to them. This innovative version of dependent orientation allows us to propagate orientation information within sequences of ground level imagery, establishing a novel orientation scheme. Experimental results show accuracies on the order of 0.18 to 0.29 degrees in rotation estimation, and 0.17 to 0.29 meters in camera position determination. Copyright ASPRS Numéro de notice : A2006-383 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article DOI : 10.14358/PERS.72.9.1061 En ligne : https://doi.org/10.14358/PERS.72.9.1061 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=28107 [article]

Quantifying DEM uncertainty and its effect on topographic parameters / S.P. Wechsler in Photogrammetric Engineering & Remote Sensing, PERS, vol 72 n° 9 (September 2006)  

Public [article]  inPhotogrammetric Engineering & Remote Sensing, PERS > vol 72 n° 9 (September 2006) . - pp 1081 - 1090 Titre : Quantifying DEM uncertainty and its effect on topographic parameters Type de document : Article/Communication Auteurs : S.P. Wechsler, Auteur ; N. Kroll, Auteur Année de publication : 2006 Article en page(s) : pp 1081 - 1090 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Photogrammétrie numérique [Termes IGN] analyse de données [Termes IGN] erreur de positionnement [Termes IGN] incertitude de position [Termes IGN] lever topographique [Termes IGN] méthode de Monte-Carlo [Termes IGN] modèle numérique de surface Résumé : (Auteur) Digital elevation models (DEMs) are representations of topography with inherent errors that constitute uncertainty. DEM data are often used in analyses without quantifying the effects of these errors. This paper describes a Monte Carlo methodology for evaluation of the effects of uncertainty on elevation and derived topographic parameters. Four methods for representing DEM uncertainty that utilize metadata and spatial characteristics of a DEM are presented. Seven statistics derived from simulation results were used to quantify the effect of DEM error. When uncertainty was quantified by the average relative absolute difference, elevation did not deviate. The range of deviation across the four methods for slope was 5 to 8 percent, 460 to 950 percent for derived catchment areas and 4 to 9 percent for the topographic index. This research demonstrates how application of this methodology can address DEM uncertainty, contributing to more responsible use of elevation and derived topographic parameters, and ultimately results obtained from their use. Copyright ASPRS Numéro de notice : A2006-384 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article DOI : 10.14358/PERS.72.9.1081 En ligne : https://doi.org/10.14358/PERS.72.9.1081 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=28108 [article]