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Comparison of two physical sensor models for satellite images: position-rotation model and orbit-attitude model / T. Kim in Photogrammetric record, vol 21 n° 114 (June - August 2006)
[article]
Titre : Comparison of two physical sensor models for satellite images: position-rotation model and orbit-attitude model Type de document : Article/Communication Auteurs : T. Kim, Auteur ; Ian J. Dowman, Auteur Année de publication : 2006 Article en page(s) : pp 110 - 123 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Acquisition d'image(s) et de donnée(s)
[Termes IGN] capteur en peigne
[Termes IGN] élément d'orientation externe
[Termes IGN] géopositionnement
[Termes IGN] KOMPSAT
[Termes IGN] modélisation
[Termes IGN] orbitographie
[Termes IGN] point d'appuiRésumé : (Auteur) On s'attache dans cet article à la comparaison de deux sortes de modélisations physiques de capteurs correspondant à des images satellites issues de capteurs en peigne: dans la première modélisation on se base sur des paramètres de localisation et d'angles de rotation, et dans la seconde sur des paramètres d'orbite et d'attitude. La comparaison a porté sur la précision obtenue dans les compensations par faisceaux et sur celle avec laquelle on a pu estimer les paramètres d'orientation externe. La première a permis d'estimer la précision cartographique des deux modélisations. La seconde paraît également intéressante pour certaines applications. On a effectué des essais avec ces deux sortes de modélisations sur deux scènes provenant de la Caméra d'Observation de la Terre (EOC) de KOMPSAT-1, en utilisant des points d'appui déterminés par GPS et en mettant en œuvre différents jeux de paramètres entrés comme inconnues. En ce qui concerne la précision des compensations par faisceaux, les deux modélisations fournissent des résultats similaires tandis que pour les paramètres d'orientation celle basée sur l'orbite et l'attitude surclasse l'autre. Il semble donc préférable d'utiliser cette dernière si l'on souhaite restituer l'orbite ou l'attitude du satellite par des compensations par faisceaux. Numéro de notice : A2006-190 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article DOI : 10.1111/j.1477-9730.2006.00363.x En ligne : https://doi.org/10.1111/j.1477-9730.2006.00363.x Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27917
in Photogrammetric record > vol 21 n° 114 (June - August 2006) . - pp 110 - 123[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 106-06021 RAB Revue Centre de documentation En réserve L003 Disponible Accuracy analysis for DSM and orthoimages derived from SPOT HRS stereo data using direct georeferencing / Peter Reinartz in ISPRS Journal of photogrammetry and remote sensing, vol 60 n° 3 (May 2006)
[article]
Titre : Accuracy analysis for DSM and orthoimages derived from SPOT HRS stereo data using direct georeferencing Type de document : Article/Communication Auteurs : Peter Reinartz, Auteur ; Rupert Müller, Auteur ; Manfred Lehner, Auteur ; Manfred Schroeder, Auteur Année de publication : 2006 Article en page(s) : pp 160 - 169 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Photogrammétrie spatiale
[Termes IGN] caméra numérique
[Termes IGN] couple stéréoscopique
[Termes IGN] géoréférencement direct
[Termes IGN] image MOMS-2P
[Termes IGN] image SPOT-HRS
[Termes IGN] modèle numérique de surface
[Termes IGN] orientation du capteur
[Termes IGN] orthoimage
[Termes IGN] point d'appui
[Termes IGN] points homologues
[Termes IGN] précision du positionnementRésumé : (Auteur) During the HRS (High Resolution Stereo) Scientific Assessment Program the French space agency CNES delivered data sets from the HRS camera System with high precision ancillary data. Two test data sets from this program were evaluated: one is located in Germany, the other in Spain. The first goal was to derive orthoimages and digital surface models (DSM) from the along track stereo data by applying the rigorous model with direct georeferencing and without ground control points (GCPs). For the derivation of DSM, the stereo processing software, developed at DLR for the MOMS-2P three line stereo camera was used. As a first step, the interior and exterior orientation of the camera, delivered as ancillary data from positioning and attitude Systems were extracted. A dense image matching, using nearly all pixels as kernel centers provided the parallaxes. The quality of the stereo lie points was controlled by forward and backward matching of the two stereo partners using the local least squares matching method. Forward intersection lead to points in object space which are subsequently interpolated to a DSM in a regular grid. DEM filtering methods were also applied and evaluations carried out differentiating between accuracies in forest and other areas. Additionally, orthoimages were generated from the images of the two stereo looking directions. The orthoimage and DSM accuracy was determined by using GCPs and available reference DEMs of superior accuracy (DEM derived from laser data and/or classical airborne photogrammetry). As expected the results obtained without using GCPs showed a bias in the order of 5-20 m to the reference data for ail three coordinates. By image matching it could be shown that the two independently derived orthoimages exhibit a very constant shift behaviour. In a second step few GCPs (3-4) were used to calculate bore-sight alignment angles, introduced into the direct georeferencing process of each image independently. This method improved the absolute accuracy of the resulting orthoimages and DSM significantly. Copyright ISPRS Numéro de notice : A2006-227 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1016/j.isprsjprs.2005.12.003 En ligne : https://doi.org/10.1016/j.isprsjprs.2005.12.003 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27954
in ISPRS Journal of photogrammetry and remote sensing > vol 60 n° 3 (May 2006) . - pp 160 - 169[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 081-06031 SL Revue Centre de documentation Revues en salle Disponible DEM generation from SPOT-5 3-fold along track stereoscopic imagery using autocalibration / W. Kornus in ISPRS Journal of photogrammetry and remote sensing, vol 60 n° 3 (May 2006)
[article]
Titre : DEM generation from SPOT-5 3-fold along track stereoscopic imagery using autocalibration Type de document : Article/Communication Auteurs : W. Kornus, Auteur ; R. Alamus, Auteur ; et al., Auteur Année de publication : 2006 Article en page(s) : pp 147 - 159 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Photogrammétrie spatiale
[Termes IGN] auto-étalonnage
[Termes IGN] compensation par faisceaux
[Termes IGN] erreur moyenne quadratique
[Termes IGN] espace objet
[Termes IGN] image SPOT-HRS
[Termes IGN] modèle numérique de surface
[Termes IGN] modèle numérique de terrain
[Termes IGN] point d'appui
[Termes IGN] précision du positionnement
[Termes IGN] semis de pointsRésumé : (Auteur) This paper describes the derivation and accuracy assessment of Digital Elevation Models (DEM) from 3-fold along-track stereoscopic SPOT-5 imagery. The work was conducted in the scope of the HRS (Haute Resolution Stereoscopique)-Scientifïc Assessment Program, organized by the Centre National d'Etudes Spatiales (CNES) and the International Society of Photogrammetry and Remote Sensing (ISPRS). The orientation of the SPOT-5 image scene is reconstructed by bundle adjustment using ground control points. The functional model is based on correction polynomials and permits autocalibration. At 17 independent check points a RMS-error of 2 m was achieved. DEM are produced in two different ways: The more rigorous way employs an automatic region growing image matching process generating a dense point cloud in image space, transforms it into the object space using the estimated model parameters and converts it into a regular grid DEM. In a second approach the commercial software ISAE and rational functions are applied. The comparison with a digital terrain model (DTM) of superior accuracy yields standard deviations better than 5 m in flat and moderate terrain and better than 10 m in mountainous regions. With ISAE a DEM for the entire image area (approx. 60 x 80 km) is produced with a standard deviation of approximately 8 m. All grid points were generated fully automatically, i.e. the presented standard deviations still include the effect of large differences between the produced DEM and the DTM. Copyright ISPRS Numéro de notice : A2006-226 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1016/j.isprsjprs.2005.12.004 En ligne : https://doi.org/10.1016/j.isprsjprs.2005.12.004 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27953
in ISPRS Journal of photogrammetry and remote sensing > vol 60 n° 3 (May 2006) . - pp 147 - 159[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 081-06031 SL Revue Centre de documentation Revues en salle Disponible Generation of DSMs from SPOT-5 in-track HRS and across-track HRG stereo data using spatiotriangulation and autocalibration / Thierry Toutin in ISPRS Journal of photogrammetry and remote sensing, vol 60 n° 3 (May 2006)
[article]
Titre : Generation of DSMs from SPOT-5 in-track HRS and across-track HRG stereo data using spatiotriangulation and autocalibration Type de document : Article/Communication Auteurs : Thierry Toutin , Auteur Année de publication : 2006 Article en page(s) : pp 170 - 181 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Photogrammétrie spatiale
[Termes IGN] analyse comparative
[Termes IGN] auto-étalonnage
[Termes IGN] données lidar
[Termes IGN] erreur de mesure
[Termes IGN] image SPOT-HRG
[Termes IGN] image SPOT-HRS
[Termes IGN] modèle numérique de terrain
[Termes IGN] point d'appui
[Termes IGN] précision du positionnement
[Termes IGN] spatiotriangulation
[Termes IGN] traitement d'imageRésumé : (Auteur) Digital terrain models (DTMs) were extracted from SPOT-5 High Resolution Stereoscopic (HRS, 10m resolution) in-track stereo-images and High Resolution Geometric (HRG, 5m resolution) across-track stereo-images using a three-dimensional (3D) multisensor physical model developed at the Canada Centre for Remote Sensing, Natural Resources Canada, and were evaluated against precise lidar data. Firstly, the stereo HRS and HRG photogrammetric bundle block adjustments using spatiotriangulation and autocalibration were set-up with 10 ground control points and errors of about half-resolution were obtained over 190 and 95 independent checkpoints (ICPs): 6.4m, 6.8m and 5.1m in X, Y and Z axes, and 2.6m, 2.2m and 2.9m in X, Y and Z axes for HRS and HRG, respectively. The internal accuracy are, however, better because these errors include the half-pixel image plotting error and the 3m cartographic error on ICPs. Only the results with HRS were achieved with autocalibration of the lens to correct for the radial distortions due to the largest number of pixels. The DTMs were then generated using an area-based multi-scale image matching method and 3D semi-automatic editing tools, and then compared to lidar data with 0.2m accuracy in elevation. An elevation error with 68% confidence level (LE68) of 5.2m and 6.5m were achieved over the full area for HRS and HRG, respectively. Since the DTM is in fact a digital surface model where the height, or a part, of different land cover classes (trees, houses) is included, the accuracy is depending on the land cover types. Using previous 3D visual classification, different classes (forests, residential areas, bare surfaces) were generated to take into account the height of the surfaces (natural and human-made) in the accuracy evaluation. LE68 values of 3.2m to 6.7m were thus obtained depending on the land cover types. On the other hand, LE68 values of 2.4m and 2.2m were obtained over bare surfaces for HRS and HRG, respectively. These last results are more representative of the real stereo SPOT-5 potential for DTM, compliant with the highest topographic standard. Copyright ISPRS Numéro de notice : A2006-228 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1016/j.isprsjprs.2006.02.003 En ligne : https://doi.org/10.1016/j.isprsjprs.2006.02.003 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27955
in ISPRS Journal of photogrammetry and remote sensing > vol 60 n° 3 (May 2006) . - pp 170 - 181[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 081-06031 SL Revue Centre de documentation Revues en salle Disponible Multi-image matching for DSM generation from Ikonos imagery / Li Zhang in ISPRS Journal of photogrammetry and remote sensing, vol 60 n° 3 (May 2006)
[article]
Titre : Multi-image matching for DSM generation from Ikonos imagery Type de document : Article/Communication Auteurs : Li Zhang, Auteur ; Armin W. Gruen, Auteur Année de publication : 2006 Article en page(s) : pp 195 - 211 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Traitement d'image optique
[Termes IGN] analyse comparative
[Termes IGN] appariement d'images
[Termes IGN] capteur en peigne
[Termes IGN] chambre DTC
[Termes IGN] classification ascendante hiérarchique
[Termes IGN] contrôle qualité automatique
[Termes IGN] données laser
[Termes IGN] erreur moyenne quadratique
[Termes IGN] image à résolution métrique
[Termes IGN] image Ikonos
[Termes IGN] image SPOT-HRS
[Termes IGN] modèle numérique de surface
[Termes IGN] photogrammétrie numérique
[Termes IGN] photogrammétrie spatiale
[Termes IGN] point d'appui
[Termes IGN] précision métrique
[Termes IGN] SuisseRésumé : (Auteur) High-resolution satellite images at sub-5-m footprint, such as IKONOS and SPOT5 HRG/HRS images, are becoming increasingly available to the earth observation community and their respective clients. The related cameras all use linear array CCD technology for image sensing. The processing of these kinds of images provides a challenge for algorithmic redesign and this offers the possibility of reconsidering and improving many photogrammetric processing components. This contribution presents an advanced matching approach for automatic DSM generation from high-resolution satellite images. It can provide dense, precise and reliable results. The method matches multiple (more than two) images simultaneously and it uses a coarse-to-fine hierarchical solution with an effective combination of several image matching algorithms and automatic quality control. The DSMs are generated by a combination of matching results of feature points, grid points and edges. The proposed approach has been applied to IKONOS images over a testfield in Thun, Switzerland with accurate ground control points, a 1600-m height range and variable land cover, but with sub-optimal imaging conditions (snow, long shadows). The accuracy tests are based on the comparison between the reference data from an airborne laser scanner and the automatically extracted DSMs. The RMS errors for the whole area, excluding trees and bushes, are 2-3 m, while for bare ground the accuracy is about 1 m or even better. Copyright ISPRS Numéro de notice : A2006-230 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1016/j.isprsjprs.2006.01.001 En ligne : https://doi.org/10.1016/j.isprsjprs.2006.01.001 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27957
in ISPRS Journal of photogrammetry and remote sensing > vol 60 n° 3 (May 2006) . - pp 195 - 211[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 081-06031 SL Revue Centre de documentation Revues en salle Disponible Sensor orientation via RPCs / Clive Simpson Fraser in ISPRS Journal of photogrammetry and remote sensing, vol 60 n° 3 (May 2006)PermalinkLes réseaux face aux contraintes locales / M. Mayo in Géomètre, n° 2025 (avril 2006)PermalinkDEM generation using Quickbird stereo data without ground controls, using tie points only / Penggen Cheng in Geoinformatics, vol 9 n° 2 (01/03/2006)PermalinkGeometric calibration of Pleiades location model / Daniel Greslou in Revue Française de Photogrammétrie et de Télédétection, n° 181 (Mars 2006)PermalinkNear infrared photography for craniofacial anthropometric landmark measurement / A.K. Chong in Photogrammetric record, vol 21 n° 113 (March - May 2006)PermalinkSpatiotriangulation with multisensor HR stereo-images / Thierry Toutin in IEEE Transactions on geoscience and remote sensing, vol 44 n° 2 (February 2006)PermalinkASTER DEM performance / Hiroyuki Fujisada in IEEE Transactions on geoscience and remote sensing, vol 43 n° 12 (December 2005)PermalinkLidar validation using GIS : a case study comparison between two Lidar collection methods / T.L. Webster in Geocarto international, vol 20 n° 4 (December 2005 - February 2006)PermalinkEffects of laser beam alignment tolerance on lidar accuracy / D. Latypov in ISPRS Journal of photogrammetry and remote sensing, vol 59 n° 6 (November 2005)PermalinkAssessing resampling accuracy of categorical data using random points / J.C. Seong in Cartography and Geographic Information Science, vol 32 n° 4 (October 2005)PermalinkGéoreferencement des plans historiques (du 18e au 19e) de la ville de Rome et leur comparaison avec des cartes actuelles / Valerio Baiocchi in Géomatique expert, n° 45 (01/09/2005)PermalinkBoundary dimensions as basis: managing a cadastral SDI framework / M. Elfick in GIM international, vol 19 n° 8 (August 2005)PermalinkDEM generation and building detection from Lidar data / R. Ma in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 7 (July 2005)PermalinkThe technique of distance decayed visibility for forest landscape visualization / C. Kumsap in International journal of geographical information science IJGIS, vol 19 n° 6 (july 2005)PermalinkApplication of multi-temporal high-resolution imagery GPS in a study of the motion of a canyon rim landslide / John Chadwick in ISPRS Journal of photogrammetry and remote sensing, vol 59 n° 4 (June - July 2005)PermalinkMapping of Quickbird images using the RPC [rational polynomial coefficient] method : improvement in accuracy since release of first Quickbird data / Penggen Cheng in Geoinformatics, vol 8 n° 4 (01/06/2005)PermalinkQuality assessment of digital surface models generated from Ikonos imagery / J. Poon in Photogrammetric record, vol 20 n° 110 (June - August 2005)PermalinkSPOT revisited: accuracy assessment, DEM generation and validation from stereo SPOT 5 HRG images / G. Buyuksalih in Photogrammetric record, vol 20 n° 110 (June - August 2005)PermalinkSurveillance à Amsterdam / Thierry Person in XYZ, n° 103 (juin - août 2005)PermalinkSpatial accuracy of orthorectified Ikonos imagery and historical aerial photographs across five sites in China / H. Wang in International Journal of Remote Sensing IJRS, vol 26 n° 9 (May 2005)PermalinkA robust technique for precise registration of radar and optical satellite images / T.D. Hong in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 5 (May 2005)PermalinkOn improving navigation accuracy of GPS/INS systems / Dorota A. Grejner-Brzezinska in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 4 (April 2005)PermalinkOrtho-rectification of QuickBird satellite / F. Volpe in GEO: Geoconnexion international, vol 4 n° 4 (april 2005)PermalinkDigital close range photogrammetry for measurement of soil erosion / D. Rieke-Zapp in Photogrammetric record, vol 20 n° 109 (March - May 2005)PermalinkBuilding and modelling a city in city 3D: visualisation of Apeldoorn, the Netherlands / H. Van Der Maarel in Geoinformatics, vol 8 n° 1 (01/02/2005)PermalinkEffect of Jpeg2000 on the information and geometry content of aerial photo compression / J.K. Liu in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 2 (February 2005)PermalinkPermalinkPermalinkWhat does height really mean? Part 1: Introduction / Thomas H. Meyer in Surveying and land information science, vol 64 n° 4 (01/12/2004)PermalinkApport d'un SIG à l'étude d'un cadastre dit "napoléonien" / F. Ghozzi in Géomatique expert, n° 38 (01/11/2004)PermalinkComparison of stereo-extracted DTM from different high-resolution sensors: SPOT-5, EROS-A, IKONOS-II, and QuickBird : Learning from Earth's Shapes and Colors / Thierry Toutin in IEEE Transactions on geoscience and remote sensing, vol 42 n° 10 (October 2004)PermalinkOn the possibility of automatic multisensor image registration / Jordi Inglada in IEEE Transactions on geoscience and remote sensing, vol 42 n° 10 (October 2004)PermalinkSpatiotriangulation with multisensor VIR/SAR / Thierry Toutin in IEEE Transactions on geoscience and remote sensing, vol 42 n° 10 (October 2004)PermalinkSMEX02: field scale variability, time stability and similarity of soil moisture / J.M. Jacobs in Remote sensing of environment, vol 92 n° 4 (30 September 2004)PermalinkAccuracy analysis, DEM generation and validation using russian TK-350 stereo-images / G. Buyuksalih in Photogrammetric record, vol 19 n° 107 (September - November 2004)PermalinkAssessment of the new national geoid height model, GEOID03 / D.R. Roman in Surveying and land information science, vol 64 n° 3 (01/09/2004)PermalinkBlocs équipés de mesures GPS et inertielles, bilan des essais Applanix IGN, mise en place cartographique / Philippe Hottier in Revue Française de Photogrammétrie et de Télédétection, n° 175 (Septembre 2004)PermalinkDTM generation from Ikonos in-track stereo images using a 3D physical model / Thierry Toutin in Photogrammetric Engineering & Remote Sensing, PERS, vol 70 n° 6 (June 2004)PermalinkGeometric correction accuracy of IRS-1D PAN imagery using topographic map versus GPS control points / M. Turker in International Journal of Remote Sensing IJRS, vol 25 n° 6 (March 2004)PermalinkArrêté du 16 septembre 2003 portant sur les classes de précision applicables aux catégories de travaux topographiques réalisés par l'Etat, les collectivités locales et leurs établissements publics ou exécutés pour leur compte - circulaire du 16 septembre 2003 relative à la mise en œuvre de l'arrêté 16 septembre 2003 portant sur les classes de précision applicables aux catégories de travaux topographiques réalisés par l'état, les collectivités locales et leurs établissements publics ou exécutés pour leur compte / Ministere de l'équipement, des transports et du logement (France) in Journal Officiel de la République Française, n° 252 (30/10/2003)PermalinkPath processing and block adjustment with RadarSat-1 SAR images / Thierry Toutin in IEEE Transactions on geoscience and remote sensing, vol 41 n° 10 (October 2003)PermalinkAutonomous space resection using point- and line-based representation of free-form control linear features / A. Habib in Photogrammetric record, vol 18 n° 103 (September - November 2003)PermalinkGeometric information from Ikonos: strict and highly accurate solution based on VirtuoZo / Z. Hu in GIM international, vol 17 n° 9 (September 2003)PermalinkUrban subsidence monitoring using radar interferometry: algorithms and validation / M. Crosetto in Photogrammetric Engineering & Remote Sensing, PERS, vol 69 n° 7 (July 2003)PermalinkPractical experiences with automatic aerial triangulation using different software packages / G. Buyuksalih in Photogrammetric record, vol 18 n° 102 (June - August 2003)Permalink