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Reliability of direct georeferencing: A case study on practical problems and solutions / Klaus Legat (2006)
Titre : Reliability of direct georeferencing: A case study on practical problems and solutions : Final report on phase 2 Type de document : Rapport Auteurs : Klaus Legat, Auteur ; Jan Skaloud, Auteur ; Ronald Schmidt, Auteur Editeur : Dublin : European Spatial Data Research EuroSDR Année de publication : 2006 Collection : EuroSDR official publication, ISSN 0257-0505 num. 51 Importance : pp 169 - 188 Format : 21 x 30 cm Note générale : bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Photogrammétrie numérique
[Termes IGN] centrale inertielle
[Termes IGN] correction des altitudes
[Termes IGN] étalonnage
[Termes IGN] géoréférencement direct
[Termes IGN] GPS-INS
[Termes IGN] ligne de visée
[Termes IGN] orientation du capteur
[Termes IGN] source d'erreur
[Termes IGN] système de numérisation mobile
[Termes IGN] traitement de donnéesRésumé : (auteur) This report studies a practical problem related to the use of GPS/INS technology for sensor direct georeferencing. It is a case study of a specific, yet typical, situation where the performance of a GPS/INS was pronounced unsatisfactory for orientation of an airborne sensor. However, it was in fact not the poor quality of the navigation data but rather numerous disregards occurring in the flight execution and data treatment that have led to this wrong conclusion. The presented analysis reveals the errors committed at different stages of data treatment and quantifies their impact on the sensor exterior orientation. It also explains the remedies employed to mitigate their impact. The recommended procedures are drafted in a summary. Numéro de notice : H2006-003 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Chapître / contribution En ligne : http://www.eurosdr.net/publications/official-publication-no-51-2006 Format de la ressource électronique : URL bulletin Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=93670 Documents numériques
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Reliability of Direct Georeferencing... - pdf auteurAdobe Acrobat PDF Un SIG qui a de la bouteille / Anonyme in Géomatique expert, n° 48 (01/01/2006)
[article]
Titre : Un SIG qui a de la bouteille Type de document : Article/Communication Auteurs : Anonyme, Auteur Année de publication : 2006 Article en page(s) : pp 32 - 35 Langues : Français (fre) Descripteur : [Vedettes matières IGN] Applications SIG
[Termes IGN] base de données routières
[Termes IGN] Bordeaux
[Termes IGN] échange de données informatisé
[Termes IGN] Geoconcept
[Termes IGN] Géoroute
[Termes IGN] Oracle
[Termes IGN] plan de ville
[Termes IGN] positionnement par GPS
[Termes IGN] référentiel à grande échelle
[Termes IGN] Star-APIC
[Termes IGN] système d'information géographique
[Termes IGN] transport collectif
[Termes IGN] transport urbainRésumé : (Auteur) A Bordeaux, l'exploitant des transports de la Communauté urbaine a décidé de mettre en place un SIG pour constituer un référentiel commun de travail à tous les services. Retour sur un projet d'envergure au pays des vignobles. Numéro de notice : A2006-018 Affiliation des auteurs : non IGN Thématique : GEOMATIQUE Nature : Article DOI : sans Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27745
in Géomatique expert > n° 48 (01/01/2006) . - pp 32 - 35[article]Réservation
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Titre : The Swiss trolley : a modular system for track surveying Type de document : Rapport Auteurs : Ralph Glaus, Auteur Editeur : Zurich : Schweizerischen Geodatischen Kommission / Commission Géodésique Suisse Année de publication : 2006 Collection : Geodätisch-Geophysikalische Arbeiten in der Schweiz, ISSN 0257-1722 num. 70 Importance : 184 p. Format : 21 x 30 cm ISBN/ISSN/EAN : 978-3-908440-13-0 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Navigation et positionnement
[Termes IGN] capteur imageur
[Termes IGN] capteur non-imageur
[Termes IGN] données localisées
[Termes IGN] filtre de Kalman
[Termes IGN] fonction spline
[Termes IGN] fusion de données
[Termes IGN] GPS en mode cinématique
[Termes IGN] GPS en mode différentiel
[Termes IGN] GPS-INS
[Termes IGN] lissage de données
[Termes IGN] navigation à l'estime
[Termes IGN] odomètre
[Termes IGN] positionnement absolu
[Termes IGN] précision millimétrique
[Termes IGN] prise de vue terrestre
[Termes IGN] réseau ferroviaire
[Termes IGN] surveillance d'ouvrage
[Termes IGN] tachéomètre électronique
[Termes IGN] transport ferroviaireIndex. décimale : 30.70 Navigation et positionnement Résumé : (Auteur) Modern railway infrastructure requires accurate, absolute referenced spatial data for project planning, construction and maintenance. On the one hand, passenger safety and travel comfort depend to a large extent on accurate tracks. On the other hand, absolute referenced coordinates of railway assets facilitate data exchange between railway operators and third parties. In addition, time slots for maintenance are short, due to the high volumes of traffic on major railway lines. Thus, flexible surveying systems are required yielding accurate data within a short time. The multi-sensor platform Swiss Trolley, which offers such a flexible system, copes with absolute referenced spatial data. The platform is mounted on a track vehicle. This allows for a complete description of the track environment in kinematic mode with a minimum of interference time with regular traffic.
The Swiss Trolley features a modular design. A basic module for assessing track key parameters such as chainage, cant, twist, gradients and track gauge covers monitoring tasks on construction sites. A positioning module integrating GPS or total stations allows for the determination of the track axis. A further scan module can be used to generate absolute referenced point clouds in the track environment.
This work compiles the development steps of the Swiss Trolley. Relevant side conditions re-garding track surveying, coming from track geometry and the railway operators are summarised and state-of-the-art systems are reviewed. Based on these premises, a niche for Swiss Trolley applications is defined. Sensors providing geometric data in the track environment are evaluated in regard to their suitability and error behaviour.
The key problem of the trolley positioning consists in determining the six degrees of freedom of the multi-sensor platform at any point in time. The chosen kinematic approach asks for a careful treatment of time constraints. Each data string coming from a specific sensor must own an accurate time tag. Kinematic surveys at walking speed with subcentimetric accuracy require time tags with millisecond accuracy.
The incorporated sensors were investigated regarding their error behaviour. Calibration issues are addressed and approaches for the bias determination are presented. Models for correcting collimation errors and nuisance accelearations are given for the pendulum inclination sensors used. Moreover, emphasis was placed on biases emerging at kinematic surveys for the particular optical total station used. Reduction models for the laser scanner data are proposed and calibration procedures providing intrinsic orientation and latency parameters are given.
A kinematic model for Swiss Trolley surveys based on the Frenet base system and its canonical representation was developed. Explicit formulae are given for runs on geometric elements dominating in the railway track environment. For the mutual data processing, a loosely coupled filter concept is proposed consisting of data pre-processing, synchronisation and filtering steps. The core of data processing is a Kalman filter, estimating vehicle and track states in an absolute or a relative reference frame. By means of the filter approach, the observations of the involved sensors can be integrated in a spatial model. Individual filter runs can be assembled by an additional merge step. Merged runs in up and down direction allow for a quality assessment and also allow for the monitoring of eventually remaining biases such as a boresight misalignment or inclination sensor zero point offsets.
Positioning accuracies for the static and kinematic case were assessed on the one hand by the comparison of up and down runs. On the other hand, comparisons were carried out with independently measured reference data. The static error behaviour of the Swiss Trolley could be evaluated by using a slab track alignment. Submillimetric positioning accuracies were obtained in combination with high-precision total stations. Kinematic positioning accuracy mainly depends on the positioning sensor used. Optical total stations providing synchronised angle and distance data allow for subcentimetric positioning. High-precision DGPS position-ing yields subcentimetric accuracy for the horizontal component. The typical vertical accuracy is better than two centimetres. The integrated longitudinally mounted inclination sensor slightly augments the mere GPS solution. The attitude determination of the platform is a result of the combined data treatment. For GPS surveys, the typical pitch angle accuracy is two mrad. Yaw angles essentially correspond to the derivation of the trajectory with respect to the covered path and are determined with one mrad accuracy. Roll angle accuracy is dominated by the inclination sensor measurements across the track. The typical accuracy is 0.3 mrad. For the scan module, laser dots in the absolute reference frame are degraded by the uncertainty of the trajectory and the platform attitude amplified by a geometry-depending lever. The absolute accuracy of such a dot is three centimetres using a time-of-flight laser scanner. Relative accuracy between two adjacent dots amounts to five millimetres.
The Swiss Trolley was successfully applied on numerous assignments. Adaptations for the multi-sensor platform exist for tunnel site locomotives and road-vehicles.Note de contenu : 1 Introduction
2 Track Geometry
2.1 Nominal Geometries
2.1.1 Introduction
2.1.2 Horizontal Layout
2.1.3 Vertical Layout
2.2 Rules and Standards of Different Countries
2.2.1 Horizontal Layout
2.2.2 Vertical Layout
2.2.3 Cant
2.3 Kinematic Model of Motion
2.3.1 Kinematics in the Frenet System
2.3.2 Canonical Representation of the Most Common Track Curves
2.4 Remarks on Track Accuracy
2.4.1 General Remarks
2.4.2 Relative and Absolute Accuracy of a Track
2.5 Methods for Track Surveying
2.5.1 Overview
2.5.2 Relative Track Surveying
2.5.3 Absolute Track Surveying
2.5.4 Selected Track-Surveying Systems
2.5.5 The Swiss Trolley - Finding the Niche
3 Potentials and Limitations of a Kinematic Track-Surveying System
3.1 Kinematic Surveying
3.2 Absolute Position Fixing
3.2.1 GNSS
3.2.2 Tracking Total Stations
3.3 Dead Reckoning
3.3.1 Inertial Navigation Systems (INS)
3.3.2 Yaw Rates by Chord Techniques
3.3.3 Odometers
3.3.4 Height Determination by an Inclination Sensor
3.4 Attitude Determination
3.5 Kinematic Surveys of the Railway Inventory
3.5.1 Track Gauge Measuring Systems
3.5.2 Laser Scanners
3.5.3 3D Cameras
3.5.4 Ground Penetration Radar (GPR)
3.6 Synchronisation
3.7 Modelling
3.8 Transformation
4 The Track-Surveying Trolley
4.1 Introduction
4.1.1 Development
4.1.2 Concept
4.2 Data Acquisition
4.2.1 Electronic Box
4.2.2 A/D Conversion
4.2.3 Data Synchronisation
4.3 Reconstruction
4.4 Inclination Sensors
4.4.1 Sensor Characteristics
4.4.2 Calibration of Characteristic Curve
4.4.3 Temperature Influences
4.4.4 Corrections for Non-Orthogonalities (Collimation Error)
4.4.5 Dynamic Behaviour of the Inclination Sensor
4.4.6 Transformation of the Inclination Angles into the Body-System
4.5 Track Gauge Measuring System
4.5.1 Characteristics and Measuring Principle of the Track Gauge Measuring System
4.5.2 Calibration
4.6 Odometers
4.6.1 Characteristics and Calibration
4.7 Integration of Tracking Total Stations
4.7.1 Characteristics
4.7.2 Common Total Station Biases
4.7.3 Deflections of the Vertical
4.7.4 Surveys in Canted Sections
4.7.5 Synchronisation of Distances and Angles
4.7.6 Internal Tacheometer and Radio Latencies
4.8 Integration of GPS
4.8.1 Characteristics
4.8.2 NMEA Data
4.9 Boresight Calibration of Prism and Antenna Phase Centre
4.10 Laser Scanners
4.10.1 Characteristics
4.10.2 Model
4.10.3 Yaw Angle Correction
4.10.4 Evaluation of the Laser Scanner Precision
4.10.5 Variance Propagation for a Given Scanner Arrangement
4.10.6 Kinematic Calibration of Rmb, xmb and the Latency
5 Data Processing
5.1 Introduction
5.2 Post-Processing Software Concept
5.3 Data Preprocessing
5.3.1 Blunder Labelling
5.3.2 Reduction, Model
5.3.3 Linear Filters
5.3.4 Synchronisation
5.3.5 Reduction to the Centre Line of the Track
5.4 Trajectory Smoothing by a Kalman Filter
5.4.1 Discrete Kalman Filter
5.4.2 Backward Filter and Smoother
5.4.3 Absolute Model
5.4.4 Relative Model
5.5 Smoothing Splines
5.5.1 Smoothing Splines with First Derivatives
5.5.2 Comparison between Kalman Filter and Smoothing Splines
5.6 Merging Trajectories
5.6.1 Strategies for Merging
5.6.2 Chaining the Pieces
5.6.3 Merging
5.6.4 Linking Scans to Merged Trajectories
6 Applications
6.1 Slab Track Alignment
6.2 Kinematic Track Axis Surveys
6.2.1 Comparison between Forward Filter, Backward Filter and Smoother
6.2.2 Filter Tuning
6.2.3 Comparison between Absolute and Relative Model
6.2.4 The Influence of Inclinometer Measurement on GPS Heights
6.2.5 The Smoother in Action - GPS Example
6.2.6 The Smoother in Action - Total Station Example
6.3 Kinematic Scanning
7 ConclusionsNuméro de notice : 15261 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Rapport de recherche En ligne : https://www.sgc.ethz.ch/sgc-volumes/sgk-70.pdf Format de la ressource électronique : URL Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=55115 Réservation
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Code-barres Cote Support Localisation Section Disponibilité 15261-01 30.70 Livre Centre de documentation Géodésie Disponible 15261-02 30.70 Livre Centre de documentation Géodésie Disponible Analysis of long-range network RTK during a severe ionospheric storm / Pawel Wielgosz in Journal of geodesy, vol 79 n° 9 (December 2005)
[article]
Titre : Analysis of long-range network RTK during a severe ionospheric storm Type de document : Article/Communication Auteurs : Pawel Wielgosz, Auteur ; I. Kashani, Auteur ; Dorota A. Grejner-Brzezinska, Auteur Année de publication : 2005 Article en page(s) : pp 524 - 531 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Géodésie spatiale
[Termes IGN] correction ionosphérique
[Termes IGN] GPS en mode cinématique
[Termes IGN] ionosphère
[Termes IGN] Ohio (Etats-Unis)
[Termes IGN] perturbation ionosphérique
[Termes IGN] positionnement cinématique en temps réel
[Termes IGN] résolution d'ambiguïté
[Termes IGN] station GPS
[Termes IGN] station permanente
[Termes IGN] tempête
[Termes IGN] temps réelRésumé : (Auteur) The network-based GPS technique provides a broad spectrum of corrections to support RTK (real-time kinematic) surveying and geodetic applications. The most important among them are the ionospheric corrections generated in the reference network. The accuracy of these corrections depends upon the ionospheric conditions and may not always be sufficient to support ambiguity resolution (AR), and hence accurate GPS positioning. This paper presents the analyses of the network-derived ionospheric correction accuracy under extremely varying quiet and stormy geomagnetic and ionospheric conditions. In addition, the influence of the correction accuracy on the instantaneous (single-epoch) and on-the-fly (OTF) AR in long-range RTK GPS positioning is investigated, and the results, based on post-processed GPS data, are provided. The network used here to generate the ionospheric corrections consists of three permanent stations selected from the Ohio Continuously Operating Reference Stations (CORS) network. The average separation between the reference stations was 200 km and the test baseline was 121 km long. The results show that, during the severe ionospheric storm, the correction accuracy deteriorates to the point when the instantaneous AR is no longer possible, and the OTF AR requires much more time to fix the integers. The analyses presented here also outline the importance of the correct selection of the stochastic constraints in the rover solution applied to the network derived ionospheric corrections. Numéro de notice : A2005-519 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1007/s00190-005-0003-y En ligne : https://doi.org/10.1007/s00190-005-0003-y Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27655
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Code-barres Cote Support Localisation Section Disponibilité 266-05091 RAB Revue Centre de documentation En réserve L003 Disponible 266-05092 RAB Revue Centre de documentation En réserve L003 Disponible Effect of the STRM global DEM on the determination of a high-resolution geoid model: A case study in Iran / R. Kiamehr in Journal of geodesy, vol 79 n° 9 (December 2005)
[article]
Titre : Effect of the STRM global DEM on the determination of a high-resolution geoid model: A case study in Iran Type de document : Article/Communication Auteurs : R. Kiamehr, Auteur ; Lard Erik Sjöberg, Auteur Année de publication : 2005 Article en page(s) : pp 540 - 551 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Géodésie physique
[Termes IGN] altitude
[Termes IGN] anomalie de pesanteur
[Termes IGN] géoïde gravimétrique
[Termes IGN] géoïde local
[Termes IGN] Iran
[Termes IGN] MNS SRTM
[Termes IGN] modèle numérique de surface
[Termes IGN] modèle numérique de terrain
[Termes IGN] nivellement
[Termes IGN] positionnement par GPS
[Termes IGN] propagation d'erreurRésumé : (Auteur) Any errors in digital elevation models (DEMs) will introduce errors directly in gravity anomalies and geoid models when used in interpolating Bouguer gravity anomalies. Errors are also propagated into the geoid model by the topographie and downward continuation (DWC) corrections in the application of Stokes's formula. The effects of those errors are assessed by the evaluation of the absolute accuracy of nine independent DEMs for the Iran region. It is shown that the improvement in using the high-resolution Shuttle Radar Topography Mission (SRTM) data versus previously available DEMs in gridding of gravity anomalies, terrain corrections and DWC effects for the geoid model are significant. Based on the Iranian GPS/levelling network data, we estimate the absolute vertical accuracy of the SRTM in Iran to be 6.5 m, which is much better than the estimated global accuracy of the SRTM (say 16 m). Hence, this DEM has a comparable accuracy to a current photogrammetric high-resolution DEM of Iran under development. We also found very large differences between the GLOBE and SRTM models on the range of -750 to 550 m. This difference causes an error in the range of -160 to 140mGal in interpolating surface gravity anomalies and -60 to 60 mGal in simple Bouguer anomaly correction terins. In the view of geoid heights, we found large differences between the use of GLOBE and SRTM DEMs, in the range of - 1.1 to 1 m for the study area. The terrain correction of the geoid model at selected GPS/levelling points only differs by 3 cm for these two DEMs. Numéro de notice : A2005-609 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1007/s00190-005-0006-8 En ligne : https://doi.org/10.1007/s00190-005-0006-8 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27656
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Code-barres Cote Support Localisation Section Disponibilité 266-05091 RAB Revue Centre de documentation En réserve L003 Disponible 266-05092 RAB Revue Centre de documentation En réserve L003 Disponible Gravimétrie, géoïde et nivellement par GPS en Belgique / Henri Duquenne in XYZ, n° 105 (décembre 2005 - février 2006)PermalinkIs there utility in rigorous combinations of VLBI and GPS Earth orientation parameters? / Jim Ray in Journal of geodesy, vol 79 n° 9 (December 2005)PermalinkMaritime GIS-applications entering the offshore world: accurate information vital in case of large vessels / R. Wevers in Geoinformatics, vol 8 n° 8 (01/12/2005)PermalinkLa modernisation du GPS / B. Fosburgh in XYZ, n° 105 (décembre 2005 - février 2006)PermalinkLe point sur les traitements de données GNSS en réseau pour un positionnement centimétrique temps réel de meilleure qualité / Romain Legros in XYZ, n° 105 (décembre 2005 - février 2006)PermalinkLe réseau déploie ses ailes / Anne Fantuzzi in Géomètre, n° 2020 (novembre 2005)PermalinkSteep-slope monitoring: GPS multi-antenne system at Xiaowan Dam / X. He in GPS world, vol 16 n° 11 (November 2005)PermalinkTime-space modelling with terrestrial Lidar: monitoring ice cliff evolution of the glacier, Italy with ILRS-3D / A. Tamburini in GIM international, vol 19 n° 11 (November 2005)PermalinkUse of HRSC-A for sampling bidirectional reflectance / Antero Kukko in ISPRS Journal of photogrammetry and remote sensing, vol 59 n° 6 (November 2005)PermalinkAssistance when there's no assistance: long-term orbit technology for cell phones, PDAs / D. Lundgren in GPS world, vol 16 n° 10 (October 2005)PermalinkDevelopment of GIS/GPS-based emergency response system / P. Dongarra in Geomatica, vol 59 n° 4 (October 2005)PermalinkTurn, turn, turn: wheel-speed dead reckoning for vehicle navigation / C. Hay in GPS world, vol 16 n° 10 (October 2005)Permalink1er forum de topographie le 17 mars 2005 : la table ronde, animée par M. Kasser, a été consacrée au thème suivant : vers l'achèvement d'un cycle de modifications majeures dans le domaine de la topométrie ? / Michel Kasser in XYZ, n° 104 (septembre - novembre 2005)PermalinkAccurate INS/DGPS positioning using INS data de-noising and autoregressive (AR) modeling of inertial sensor errors / S. Nassar in Geomatica, vol 59 n° 3 (September 2005)PermalinkDirect sensor orientation for large scale mapping: potential, problems, solutions / N. Yastikli in Photogrammetric record, vol 20 n° 111 (September - November 2005)PermalinkEffects of forest environment and survey protocol on GPS accuracy / Christian Piedallu in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 9 (September 2005)PermalinkEvaluating an indoor GPS receiver / A. Teubner in GEO: Geoconnexion international, vol 4 n° 8 (september 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)PermalinkGPS and inertial navigation-delivering / F. Artes in GEO: Geoconnexion international, vol 4 n° 8 (september 2005)PermalinkPrime time positioning: using broadcast TV signals to fill GPS acquisition gaps / M. Martone in GPS world, vol 16 n° 9 (September 2005)PermalinkBiodiversity surveying and monitoring: using GIS and GPS in Annapurna conservation area of Nepal / N.R. Chapagain in GIM international, vol 19 n° 7 (July 2005)PermalinkEvaluation of co-location ties relating the VLBI and GPS reference frames / Jim Ray in Journal of geodesy, vol 79 n° 4-5 (July 2005)PermalinkField area checks using GPS, preventing oversubsidisation of EU farmers / S. Kay in GIM international, vol 19 n° 7 (July 2005)PermalinkLidar on the level in Afghanistan: GPS, inertial map the Kabul road / S. Newby in GPS world, vol 16 n° 7 (July 2005)PermalinkAirborne laser swath mapping: quantifying changes in sandy beaches over time scales of weeks to years / Ramesh L. Shrestha in ISPRS Journal of photogrammetry and remote sensing, vol 59 n° 4 (June - 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)PermalinkFlexed for flight: tightly coupled integrated nav system adapts to data formats / J.F. Lorga in GPS world, vol 16 n° 6 (June 2005)PermalinkLe GPS : comment ça marche ? / Jean-Mathieu Nocquet in Géochronique, n° 94 (juin - août 2005)PermalinkGPS geodesy and applications (GPS-GAP): an internet-based geodesy and GPS educational application / P. Lazio in Surveying and land information science, vol 65 n° 2 (01/06/2005)PermalinkMesures GPS continues et tectonique des plaques / Christophe Vigny in Géochronique, n° 94 (juin - août 2005)PermalinkStations totales optiques et GPS : la "topographie intégrée" chez Trimble / J.F. Cabanel in XYZ, n° 103 (juin - août 2005)PermalinkSurveillance à Amsterdam / Thierry Person in XYZ, n° 103 (juin - août 2005)PermalinkLa tectonique de la Méditerranée vue par GPS / Jean-Mathieu Nocquet in Géochronique, n° 94 (juin - août 2005)PermalinkUnstuck in traffic / M. Whitford in GPS world, vol 16 n° 6 (June 2005)PermalinkUtilisation des données GPS pour la réalisation de la carte géodynamique de la Méditerranée / Nicolas Chamot-Rooke in Géochronique, n° 94 (juin - août 2005)PermalinkUtilisation du GPS dans l'étude des séismes et du cycle sismique / F. Rolandone in Géochronique, n° 94 (juin - août 2005)PermalinkUtilisation de plusieurs techniques de mesure pour enrichir une méthodologie / Alain Martin-Rabaud in XYZ, n° 103 (juin - août 2005)PermalinkDans le sud, les pompiers aux 100 000 cartes / Françoise de Blomac in SIG la lettre, n° 67 (mai 2005)PermalinkGPS en pratique à SIG LR / Françoise de Blomac in SIG la lettre, n° 67 (mai 2005)PermalinkInfluence of system calibration on direct sensor orientation / N. Yastikli in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 5 (May 2005)PermalinkAccurate velocity assessment of a rowing skiff using kinematic GPS / B. Magee in Geomatica, vol 59 n° 2 (April 2005)PermalinkContinuous navigation: combining GPS with sensor-based dead reckoning / G.Z. Bronsen in GPS world, vol 16 n° 4 (April 2005)PermalinkIntegration of mobile GIS and wireless technology for coastal management and decision-making / X. Niu in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 4 (April 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)PermalinkPedestrian dead reckoning : a solution to navigation in GPS signal degraded areas? / O. Mezentsev in Geomatica, vol 59 n° 2 (April 2005)Permalink