Relevant bibliographies by topics / Earth surveying and photogrammetry

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Earth surveying and photogrammetry'

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Published: 4 June 2021
Last updated: 12 February 2022

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Journal articles on the topic "Earth surveying and photogrammetry"

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Kapica, Roman, Dana Vrublová, and Markéta Michalusová. "PHOTOGRAMMETRIC DOCUMENTATION OF CZECHOSLOVAK BORDER FORTIFICATIONS AT HLUČÍN-DARKOVIČKY." Geodesy and Cartography 39, no. 2 (June 28, 2013): 72–79. http://dx.doi.org/10.3846/20296991.2013.806243.

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The Institute of Geodesy and Mine Surveying of the Technical University Ostrava makes photogrammetric surveying of major built objects in the Moravian-Silesian region. The focus of the present study is on special monuments that form integral parts of regional history and make outstanding landmarks. Terrestrial photogrammetry was used as the surveying methods used. The primary goal of photogrammetric surveying is to identify geometric shapes and to create visualisations of objects. Photogrammetric surveying provides valuable documentary data for uses in the areas of the history of architecture and technical research as well as for renovations and advertising campaigns. Our 3D models were created by using terrestrial digital photogrammetry.
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Bryan, P. G., and M. Clowes. "Surveying Stonehenge By Photogrammetry." Photogrammetric Record 15, no. 89 (April 1997): 739–51. http://dx.doi.org/10.1111/0031-868x.00082.

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Nocerino, Erica, Fabio Menna, Armin Gruen, Matthias Troyer, Alessandro Capra, Cristina Castagnetti, Paolo Rossi, Andrew J. Brooks, Russell J. Schmitt, and Sally J. Holbrook. "Coral Reef Monitoring by Scuba Divers Using Underwater Photogrammetry and Geodetic Surveying." Remote Sensing 12, no. 18 (September 17, 2020): 3036. http://dx.doi.org/10.3390/rs12183036.

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Underwater photogrammetry is increasingly being used by marine ecologists because of its ability to produce accurate, spatially detailed, non-destructive measurements of benthic communities, coupled with affordability and ease of use. However, independent quality control, rigorous imaging system set-up, optimal geometry design and a strict modeling of the imaging process are essential to achieving a high degree of measurable accuracy and resolution. If a proper photogrammetric approach that enables the formal description of the propagation of measurement error and modeling uncertainties is not undertaken, statements regarding the statistical significance of the results are limited. In this paper, we tackle these critical topics, based on the experience gained in the Moorea Island Digital Ecosystem Avatar (IDEA) project, where we have developed a rigorous underwater photogrammetric pipeline for coral reef monitoring and change detection. Here, we discuss the need for a permanent, underwater geodetic network, which serves to define a temporally stable reference datum and a check for the time series of photogrammetrically derived three-dimensional (3D) models of the reef structure. We present a methodology to evaluate the suitability of several underwater camera systems for photogrammetric and multi-temporal monitoring purposes and stress the importance of camera network geometry to minimize the deformations of photogrammetrically derived 3D reef models. Finally, we incorporate the measurement and modeling uncertainties of the full photogrammetric process into a simple and flexible framework for detecting statistically significant changes among a time series of models.
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Petrie, G. "SOME IMPRESSIONS OF PHOTOGRAMMETRY AND SURVEYING IN POLAND." Photogrammetric Record 6, no. 31 (August 26, 2006): 104–7. http://dx.doi.org/10.1111/j.1477-9730.1968.tb00917.x.

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Martínez-Carricondo, Patricio, Francisco Agüera-Vega, and Fernando Carvajal-Ramírez. "Use of UAV-Photogrammetry for Quasi-Vertical Wall Surveying." Remote Sensing 12, no. 14 (July 10, 2020): 2221. http://dx.doi.org/10.3390/rs12142221.

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In this study, an analysis of the capabilities of unmanned aerial vehicle (UAV) photogrammetry to obtain point clouds from areas with a near-vertical inclination was carried out. For this purpose, 18 different combinations were proposed, varying the number of ground control points (GCPs), the adequacy (or not) of the distribution of GCPs, and the orientation of the photographs (nadir and oblique). The results have shown that under certain conditions, the accuracy achieved was similar to those obtained by a terrestrial laser scanner (TLS). For this reason, it is necessary to increase the number of GCPs as much as possible in order to cover a whole study area. In the event that this is not possible, the inclusion of oblique photography ostensibly improves results; therefore, it is always advisable since they also improve the geometric descriptions of break lines or sudden changes in slope. In this sense, UAVs seem to be a more economic substitute compared to TLS for vertical wall surveying.
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Kwiatkowski, Jacek, Wojciech Anigacz, and Damian Beben. "A Case Study on the Noncontact Inventory of the Oldest European Cast-iron Bridge Using Terrestrial Laser Scanning and Photogrammetric Techniques." Remote Sensing 12, no. 17 (August 25, 2020): 2745. http://dx.doi.org/10.3390/rs12172745.

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Conventional measurement technologies of transportation infrastructures consist of discrete surveys which can be inconvenient in practice. Furthermore, data obtained using these methods are restricted to several points (or elements) placed on the observed structures. Modern survey techniques—for example, terrestrial laser scanning (TLS) and photogrammetric—allow for the surveying of quasi-continuous surfaces of examined structures. The examined object is an historic cast-iron suspension bridge in Ozimek (south of Poland). The bridge was constructed in 1825–1827 and constitutes the oldest European bridge of this type. The surveys were conducted using TLS and digital photogrammetric techniques. The data obtained were compared with traditional survey results (reference data) and the project. The achieved effects of the measurements show that the discrepancies between the applied techniques (TLS and photogrammetry) and reference methods varied only within several millimeters and can be regarded as satisfactory. Better compliance was obtained for TLS than photogrammetry. The main benefits of the applied techniques include reducing time in the field and obtaining a three-dimensional model of the structure that has satisfactory accuracy.
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Cooper, M. A. R., and P. A. Cross. "STATISTICAL CONCEPTS AND THEIR APPLICATION IN PHOTOGRAMMETRY AND SURVEYING." Photogrammetric Record 12, no. 71 (August 26, 2006): 637–63. http://dx.doi.org/10.1111/j.1477-9730.1988.tb00612.x.

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Cooper, M. A. R., and P. A. Cross. "STATISTICAL CONCEPTS AND THEIR APPLICATION IN PHOTOGRAMMETRY AND SURVEYING (CONTINUED)." Photogrammetric Record 13, no. 77 (August 26, 2006): 645–78. http://dx.doi.org/10.1111/j.1477-9730.1991.tb00728.x.

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Wang, Xi, Zamaan Al-Shabbani, Roy Sturgill, Adam Kirk, and Gabriel B. Dadi. "Estimating Earthwork Volumes Through Use of Unmanned Aerial Systems." Transportation Research Record: Journal of the Transportation Research Board 2630, no. 1 (January 2017): 1–8. http://dx.doi.org/10.3141/2630-01.

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Unmanned aerial systems (UASs) and unmanned aerial vehicles (UAVs) have become increasingly attractive for numerous surveying applications in civil engineering, agriculture, and many other fields. The unmanned systems and vehicles are capable of performing photogrammetric data acquisition with equipped digital cameras that allows for converting images to highly precise, georeferenced three-dimensional models. However, more studies are needed to demonstrate practical applications of UAS systems and UAVs on construction sites. In this project, UAS systems and UAVs and digital photogrammetry technology are introduced to estimate the earthwork volume of a highway extension project. The georeferenced images were processed by the photogrammetry software, Pix4Dmapper, which is a tool for converting images into an accurate and applicable three-dimensional point cloud model. Progress models were created over the course of several weeks. The volume of earth was computed by comparing the point cloud of the progress models after model processing. To ensure reliability, the accuracy of the UAS and UAV photogrammetry was verified by comparison with conventional ground survey methods and the results from different flights. The project presents the feasibility and effectiveness of using UAS systems and UAVs in estimating earthwork volumes on the basis of the results of an accuracy test and the efficiency of the survey.
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Brecher, H. H. "Surface Velocity Determination on Large Polar Glaciers by Aerial Photogrammetry." Annals of Glaciology 8 (1986): 22–26. http://dx.doi.org/10.1017/s0260305500001063.

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Aerial photogrammetric block triangulation, a standard and well-developed technique for extending accurate control for mapping into the interior of a region from a few points of known position on its perimeter, can be readily adapted to determine surface velocities on bodies of ice which are too large, and often too crevassed, to be studied effectively by conventional ground surveying. Velocities are calculated from the changes in positions of the same natural surface features determined from photography of two (or more) epochs and the elapsed time. This method is capable of providing many uniformly-spaced measurements over the whole, moving, ice surface, thus allowing the production of maps of velocity and strain-rate, which are valuable in analyzing the ice-flow regime. Results from measurements completed some years ago on Byrd Glacier, one of the largest outlet glaciers from the East Antarctic plateau, are presented as an example of what the method can yield. By means of Doppler satellite surveying, relative positions of control points for each photography epoch can be determined with sub-meter accuracy, making the technique suitable also in regions where no fixed land features exist. A brief description of a project under way in such an area, on Ice Stream B in West Antarctica, is given.
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Dissertations / Theses on the topic "Earth surveying and photogrammetry"

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Rubinstein, Michael. "Assessing target centring algorithms for use in near-real-time-photogrammetry." Master's thesis, University of Cape Town, 1990. http://hdl.handle.net/11427/9661.

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Bibliography: leaves 140-146.
Target Centring Algorithms were investigated for use in the Near-Real-Time-Photogrammetry NRTP system: PHOENICS. PHOENICS, a Photogrammetric Engineering and Industrial digital Camera System, has been developed over the past three years in the Surveying Department of UCT to provide a semi-automatic system to determine three dimensional co-ordinates of surfaces and objects using a photogrammetric method. Targets are attached to an object in order to facilitate measurement of the shape, size and orientation of the object. The centre of the target uniquely defines the target co-ordinate. Target centres (from images of the same object) are used in photogrammetric models to locate the three dimensional (3-D) coordinates of the target. The accuracy of the target 3-D location is dependent on the accuracy of the target centring algorithm. A series of sub-algorithms were employed to arrive at a single target centring algorithm. Various combinations of these sub- algorithms were compared in order to obtain the optimal target centring algorithm. Three images were used to test various aspects of the target centring algorithms: their potential accuracy was tested on an image having symmetric synthetic targets their robustness was tested on an image having targets with artificial blemishes their performance in a real (noisy) environment was tested on an image with real targets on a control frame, captured by PHOENICS. When the target centring algorithms were run on the three images, target location with an accuracy of from 1/10 of a pixel for real images, to 1/1000 of a pixel for ideal synthetic targets was obtained.
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Joy, Christopher Iain Harold. "GPS assisted helicopter photogrammetry for highway profiling." Thesis, University of Nottingham, 1998. http://eprints.nottingham.ac.uk/11462/.

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Roads are an integral part of today's lifestyle. Indeed, a modern and efficient economy requires a satisfactory road network. The road network in the United Kingdom faces ever-increasing demands with 94% of passenger travel and 92% of freight transport undertaken by road. Maintenance of the network is essential. Prior to the commencement of any maintenance scheme, an accurate highway profile is measured by undertaking a detailed topographic survey of the road surface and the adjacent verges. Traditionally, this is carried out by land surveyors using, for example, a theodolite, EDM and level. Highway surveying by traditional methods is a slow, costly and dangerous process. A photogrammetric technique was devised by Photarc Surveys Ltd of Harrogate, UK to reduce the problems of speed, cost and safety. This helicopter based photographic system can yield topographic data at up to ±5mm rmse through photogrammetric analysis. It is necessary to install ground control points on the hard shoulder for use in the photogrammetric analysis. This research investigates the potential of both conventional aerial triangulation and in-flight GPS assisted aerial triangulation for reducing this ground control requirement. The original photographic system is extended to integrate a GPS positioning system and the performance of this system is assessed through a series of field trials. The results of the research show that the camera can be positioned by the GPS system to within 5 centimetres. The GPS positions can be included in the aerial triangulation to further reduce the requirement for ground control. It is shown that for mapping at the ± 5mm rmse level, there is no potential for height control reduction, even when GPS positions are used. However for mapping at up to ± 20mm, the GPS positions can enable a significant reduction in ground control.
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Covas, João Ricardo Neff Valadares Gomes. "Photogrammetry as a surveying thechnique apllied to heritage constructions recording - avantages and limitations." Master's thesis, Universidade de Lisboa, Faculdade de Arquitetura, 2018. http://hdl.handle.net/10400.5/18068.

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Dissertação de Mestrado Integrado em Arquitetura, com a especialização em Arquitetura apresentada na Faculdade de Arquitetura da Universidade de Lisboa para obtenção do grau de Mestre.
A presente dissertação tem por objectivo investigar e evidenciar as vantagens da aplicação da fotogrametria, e possíveis integrações com outros métodos de levantamento, como seja o varrimento laser terrestre, posicionamento por GPS, entre outros, para realizar levantamentos de construções patrimoniais ou eruditas e a respectiva produção de documentação base para viabilizar intervenções de conservação, restauro ou reabilitação. A motivação para a investigação advém da aplicação flexível, versátil, simples, acessível, e baixo-custo da fotogrametria em projectos de levantamento pequenos ou extensos. Tenciona-se igualmente colmatar as desvantagens tradicionais da fotogrametria, nomeadamente a transição entre espaços interiores e exteriores, e registo de espaços estreitos, de difícil acesso, e de geometrias complexas, num único projecto de documentação. Pretende-se ultrapassar estas dificuldades através da utilização máxima das potencialidades da fotogrametria com o uso de imagens olho de peixe e apenas como último recurso utilizar instrumentos complementares. No caso de estudo principal, o Castelo do Convento de Cristo, demonstra-se a aplicação dos métodos investigados. Nos casos de estudo secundários abordam-se problemas parcelares, desde elementos decorativos até à totalidade do edificado: Convento dos Capuchos, em Sintra; Alcáçova e trecho de muralha do Castelo de Sesimbra; Igreja de Stº André, em Mafra; entre outros. Os casos auxiliaram na determinação de procedimentos a generalizar posteriormente. Por fim, propõem-se algoritmos que auxiliam na produção de documentação.
ABSTRACT: The present dissertation aims to research and demonstrate the advantages of the application of photogrammetry, and its possible integrations with other methods, such as terrestrial laser scanning, GPS positioning, and among others, to perform surveys of heritage or erudite buildings and respective production of base documentation to enable interventions of conservation, restoration, or rehabilitation. The motivation for researching is due to the flexible, versatile, simple, affordable, and low-cost application of photogrammetry in small and extensive survey projects. It is also intended to overcome the traditional disadvantages of photogrammetry, such as the transition between interior and exterior spaces, and difficulty of recording narrow, hard-to-access, and complex geometric spaces, in a single project. It is intended to overcome such challenges by maximizing the potential uses of photogrammetry with the use of fisheye images and by using other survey instruments as a last resort. In the main case study, the Castle of the Convent of Christ, the application of the investigated methods is demonstrated. In the secondary case studies, partial problems are addressed, ranging from decorative elements to the entire building: Convento dos Capuchos, in Sintra; Citadel and section of a wall of the Castle of Sesimbra; Igreja de St André, in Mafra; among others; The case studies aided in determining general procedures. Finally, algorithms that accelerate the production of documentation are proposed.
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Moore, Terry. "Satellite laser ranging and the determination of earth rotation parameters." Thesis, University of Nottingham, 1986. http://eprints.nottingham.ac.uk/13312/.

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Over recent years considerable advances have taken place in the field of space geodesy, resulting in a number of highly precise global positioning techniques. The increased resolution of many of the scientific products from the new observational techniques has stimulated the interest of not only geodesists but also geophysicists. Furthermore, their potential to determine the orientation of the earth's axis of rotation (polar motion) and the variations of the rate of rotation of the earth about that axis, was recognised by the scientific community. The result was the establishment of Project MERIT, to intercompare these new observational techniques. Satellite Laser Ranging, a method of measuring the distance from a point on the earth's surface to an artificial satellite by means of timing the flight of a short pulse of laser light, is currently the most accurate available means of tracking near earth satellites. However, in order to reach the accuracy requirements of current geodetic applications dedicated satellites, such as the NASA LAser GEOdynamic Satellite (LAGEOS), must be tracked and specialised processing software must be used. This Thesis describes the basic theory behind the analysis of Satellite Laser Ranging Observations, with a special emphasis on the determination of earth rotation parameters (the polar motion and the variations in the rate of rotation). The development and testing, at Nottingham, of the Satellite Orbit Determination and Analysis Package Of Programs, SODAPOP, for the processing of laser range data, is described. The thesis also presents and discusses the results of the analysis of laser range observations the LAGEOS satellite, from the short and main campaigns of project MERIT.
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Bangen, Sara G. "Comparison of Topographic Surveying Techniques in Streams." DigitalCommons@USU, 2013. http://digitalcommons.usu.edu/etd/1516.

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Fine-scale resolution digital elevation models (DEMs) created from data collected using high precision instruments have become ubiquitous in fluvial geomorphology. They permit a diverse range of spatially explicit analyses including hydraulic modeling, habitat modeling and geomorphic change detection. Yet, the intercomparison of survey technologies across a diverse range of wadeable stream habitats has not yet been examined. Additionally, we lack an understanding regarding the precision of DEMs derived from ground-based surveys conducted by different, and inherently subjective, observers. This thesis addresses current knowledge gaps with the objectives i) to intercompare survey techniques for characterizing instream topography, and ii) to characterize observer variability in instream topographic surveys. To address objective i, we used total station (TS), real-time kinematic (rtk) GPS, terrestrial laser scanner (TLS), and infrared airborne laser scanning (ALS) topographic data from six sites of varying complexity in the Lemhi River Basin, Idaho. The accuracy of derived bare earth DEMs was evaluated relative to higher precision TS point data. Significant DEM discrepancies between pairwise techniques were calculated using propagated DEM errors thresholded at a 95% confidence interval. Mean discrepancies between TS and rtkGPS DEMs were relatively low (≤ 0.05 m), yet TS data collection time was up to 2.4 times longer than rtkGPS. ALS DEMs had lower accuracy than TS or rtkGPS DEMs, but ALS aerial coverage and floodplain topographic representation was superior to all other techniques. The TLS bare earth DEM accuracy and precision were lower than other techniques as a result of vegetation returns misinterpreted as ground returns. To address objective ii, we used a case study where seven field crews surveyed the same six sites to quantify the magnitude and effect of observer variability on DEMs interpolated from the survey data. We modeled two geomorphic change scenarios and calculated net erosion and deposition volumes at a 95% confidence interval. We observed several large magnitude elevation discrepancies across crews, however many of these i) tended to be highly localized, ii) were due to systematic errors, iii) did not significantly affect DEM-derived metric precision, and iv) can be corrected post-hoc.
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Balasubramaniam, Aswin. "Applications of Small Unmanned Aerial Systems (sUAS) and Photogrammetry to Monitor and Inspect Structural Health and Construction Sites." University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1592133796045396.

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Hakky, Rafee. "A computer program for calculating and teaching earth work." Virtual Press, 1985. http://liblink.bsu.edu/uhtbin/catkey/508052.

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This creative project was a research effort in order to develop a computer program which could be of assistance to students learning the design process and the calculation of earth work cut and fill volumes. Two programs which calculate cut and fill volumes were analyzed. The first by Mark Lindult: 1980, and the second by E. Bruce MacDougal: 1981. Points of weakness were carefully studied and taken into consideration while developing the CATE program.CATE program (Calculating And Teaching Earth Work) has two major purposes. The first is to teach the grid method for calculating earth work. The second is to calculate cut and fill volumes using this method. It presents accurate results especially in basement and walls studies. The program is designed to be used by students who have no background in computers. The program has been tested twice to prove its abilities in teaching and calculating earth work.
Department of Landscape Architecture
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Georgiopoulos, Andreas Xenophon. "Models for the upper crust of the Chaleston, South Carolina, seismic zone based on gravity and magnetic data." Thesis, Georgia Institute of Technology, 1991. http://hdl.handle.net/1853/25861.

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Lee, Won Hee. "Bundle block adjustment using 3D natural cubic splines." Columbus, Ohio : Ohio State University, 2008. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1211476222.

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De, Franchis Carlo. "Earth Observation and Stereo Vision." Thesis, Université Paris-Saclay (ComUE), 2015. http://www.theses.fr/2015SACLN002/document.

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Cette thèse étudie les problèmes posés par l’estimation automatique de modèles numériques d’élévation de la surface terrestre à partir de photographies prises par des satellites. Ce travail a bénéficié d’une collaboration avec le CNES (Centre National d’Etudes Spatiales) sur le développement d’outils de vision stéréoscopique pour Pléiades, le premier satellite d’observation de la Terre capable de produire des paires ou triplets d’images quasi-simultanées. Le premier chapitre de la thèse décrit un modèle simplifié de caméra pushbroom destiné aux satellites d’observation de la Terre, et aborde le problème de la correction des données de calibration en faisant intervenir des mesures externes. Ce chapitre propose un nouvel algorithme pour affiner les paramètres d’orientation du satellite à partir d’un jeu de points de contrôle. Il est utilisable pour tous les satellites munis de caméras pushbroom. Dans le but d’appliquer aux images satellitaires les nombreux algorithmes de mise en correspondance stéréoscopique développés en traitement d’images et en vision par ordinateur, le deuxième chapitre explore l’adaptation de la théorie de la rectification épipolaire aux images prises par des caméras pushbroom. La rectification épipolaire est utilisée habituellement pour réduire la complexité du problème de mise en correspondance stéréoscopique, et permet d’appliquer les algorithmes les plus récents à des images satellitaires. Le chapitre suivant étudie les effets des erreurs de calibration géométrique sur la rectification et propose une méthode pour éliminer leur impact sur la mise en correspondance. Le quatrième chapitre décrit et analyse en détails une implémentation de l’algorithme Semi-Global Matching (SGM), classé actuellement parmi les meilleurs algorithmes de mise en correspondance stéréoscopique. En se fondant sur une réinterprétation récente de SGM, ce chapitre en propose une variante qui permet de réduire d’un facteur cinq son écart en énergie par rapport aux algorithmes de référence pour la minimisation de champs aléatoires de Markov. En assemblant les blocs algorithmiques décrits dans les chapitres précédents, le cinquième chapitre décrit S2P, une chaîne stéréoscopique complète qui produit des modèles numériques d’élévation à partir d’images satellitaires. Un modèle d’évolution de paysage est présenté dans le sixième chapitre comme exemple d’application. Le modèle est utilisé pour simuler numériquement la structure fine du réseau hydrographique sur des modèles numériques d’élévation obtenus à partir d’images prises par Pléiades. Le code source de la chaîne S2P2 est distribué en tant que logiciel open source. Afin d’assurer la reproductibilité des résultats obtenus, les algorithmes implémentés dans S2P sont en cours de publication dans le journal IPOL, accompagnés de descriptions et d’analyses détaillées, de codes sources documentés et de démonstrateurs en ligne
This thesis deals with the problem of computing accurate digital elevationmodels of the Earth's surface from optical images taken by pushbroomobservation satellites. It takes advantage of the collaboration of thedefendant with CNES (the French Space Agency) on the development ofstereo vision tools for Pléiades, the first Earth observation satelliteproducing quasi simultaneous stereo pairs or triplets with small baseline.The first chapter describes a simple pushbroom camera model for observationsatellites orbiting around the Earth and addresses the correction of theacquisition geometry by involving extrinsic information. This chapter proposesa new algorithm to refine the orientation parameters from a set of groundcontrol points, applicable to all pushbroom satellites.With the goal of testing for satellite imaging the thriving exploration ofstereo matching by the computer vision community, the second chapter exploresthe adaptation of the theory of epipolar resampling to pushbroom images.Epipolar resampling is traditionally used in stereo to reduce the matchingcomputational cost, and permits to test for satellite imaging the mostcompetitive computer vision algorithms. The third chapter discusses the effectsof geometric calibration inaccuracies and proposes a method to cancel itsimpact on stereo matching.The fourth chapter analyzes and describes a detailed implementation of theSemi-Global Matching (SGM) algorithm, which is currently among the top-rankedstereo vision algorithms. Based on a recently proposed interpretation of SGM asa min-sum Belief Propagation algorithm, a variant is proposed that allows toreduce by a factor five the energy gap of SGM with respect to referencealgorithms for Markov Random Fields with truncated smoothness terms.By wrapping together the algorithmic blocks described in the previous chapters,the fifth chapter describes S2P, a complete stereo pipeline for producingdigital elevation models from satellite images. As an application, a landscapeevolution model is presented in the sixth chapter. The model is used tosimulate numerically the fine structure of the river networks on digitalelevation models obtained from Pléiades Earth observation images.The source code of the S2P stereo pipeline is distributed as open source. Toensure reproducibility, the algorithms implemented in each step of the S2Ppipeline are submitted to the IPOL journal, with detailed descriptions of thealgorithms, documented source codes and online demonstrations for each block ofthe pipeline
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Books on the topic "Earth surveying and photogrammetry"

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Kasser, Michel. Digital Photogrammetry. London: Taylor & Francis Group Plc, 2004.

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Yves, Egels, ed. Digital photogrammetry. London: Taylor & Francis, 2002.

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Alexander, Koh, ed. Digital aerial survey: Theory and practice. Boca Raton, FL: CRC Press/Whittles Pub., 2002.

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Schenk, Toni. Digital photogrammetry. Laurelville, Ohio: TerraScience, 1999.

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Computational models in surveying and photogrammetry. Glasgow: Blackie, 1986.

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Środowiska, Polska Akademia Nauk Komisja Geodezji i. Inżynierii. Geodesy, photogrammetry, and monitoring of environment (chosen problems). Kraków: Polish Academy of Sciences--the Kraków Section, 1995.

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Brown, Russell H. Inertial instrument system for aerial surveying. Washington, [D.C.]: G.P.O., 1987.

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Schlögelhofer, F. Qualitäts- und Wirtschaftlichkeitsmodelle für die Ingenieurphotogrammetrie. Wien: Institut für Photogrammetrie u. Fernerkundung, 1989.

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Sani, Anthony Parsram. A determination of the maximum acceptable spacing of horizontal and vertical photo control points to be used on Ontario Ministry of Natural Resources municipal map projects. Mississauga: Institute for Land Information Management, University of Toronto, 1991.

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Mapping, American Congress on Surveying and. Prospecting new horizons, 1987 ASPRS-ACSM fall convention: ACSM technical papers, Reno, Nevada, October 4-9. Falls Church, Va: American Congress on Surveying and Mapping, 1987.

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Book chapters on the topic "Earth surveying and photogrammetry"

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Kellie, Andrew, and Wayne Valentine. "Photogrammetry." In The Surveying Handbook, 486–509. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2067-2_20.

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Kellie, Andrew, and Wayne Valentine. "Photogrammetry." In The Surveying Handbook, 634–66. Boston, MA: Springer US, 1987. http://dx.doi.org/10.1007/978-1-4757-1188-2_18.

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Sajinkumar, K. S., and Thomas Oommen. "Photogrammetry." In Encyclopedia of Earth Sciences Series, 713–14. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_221.

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Sajinkumar, K. S., and Thomas Oommen. "Photogrammetry." In Encyclopedia of Earth Sciences Series, 1–2. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-12127-7_221-1.

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Thieler, E. Robert, and Cheryl J. Hapke. "Photogrammetry." In Encyclopedia of Earth Sciences Series, 1–8. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-48657-4_244-2.

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Thieler, E. Robert, and Cheryl J. Hapke. "Photogrammetry." In Encyclopedia of Earth Sciences Series, 1367–74. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-93806-6_244.

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Oommen, Thomas. "Surveying." In Encyclopedia of Earth Sciences Series, 896–97. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_277.

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Ciciarelli, John A. "Some Fundamentals of Photogrammetry." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 54–76. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_4.

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Kappas, Martin. "Aerial Photogrammetry for Glacial Monitoring." In Encyclopedia of Earth Sciences Series, 4–15. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-90-481-2642-2_9.

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Lee, Christine M., Aleix Serrat-Capdevila, Naveed Iqbal, Muhammad Ashraf, Benjamin Zaitchik, John Bolten, Forrest Melton, and Bradley Doorn. "Applying Earth Observations to Water Resources Challenges." In Springer Remote Sensing/Photogrammetry, 147–71. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-33438-7_6.

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Conference papers on the topic "Earth surveying and photogrammetry"

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Shults, Roman, Khaini-Kamal Kassymkanova, Shugyla Burlibayeva, Daria Skopinova, Roman Demianenko, and Yurii Medvedskyi. "UAV Monitoring of Excavation Works." In 11th International Conference “Environmental Engineering”. VGTU Technika, 2020. http://dx.doi.org/10.3846/enviro.2020.696.

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Abstract:
The first stage of any construction is carrying out excavation works. These works are high-priced and timeconsuming. Mostly, for geodetic control of the works, the surveyors are using total stations and GNSS equipment. Last decade, UAV technology was a breakthrough in the geodetic technologies market. One of the possible applications of UAV is the monitoring of excavation works. In the article, the opportunities and accuracy of UAV data while performing the excavation works were studied. The surveying of earth volume in the middle of construction works was made using DJI Phantom 4 UAV. The data were being processed using two photogrammetric software: Agisoft Metashape and PhotoModeler Premium. For comparison, the surveying also was made using a conventional total station. For each data source, the 3D models were generated. The obtained models were compared with each other in CloudCompare software. The comparison revealed the high accuracy of UAV data that satisfies customer’s requirements. For the case of two software comparing, it is better to process data using PhotoModeler. The PhotoModeler software allows performing in-depth data analysis and blunders searching.
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Izvozchikova, V. V., V. M. Shardakov, and A. V. Mezhenin. "3D Modeling Surveying Tasks in Photogrammetry." In 2020 International Russian Automation Conference (RusAutoCon). IEEE, 2020. http://dx.doi.org/10.1109/rusautocon49822.2020.9208090.

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Hock, Christian, W. Caspary, H. Heister, J. Klemm, and H. Sternberg. "Kinematic surveying system for automatic GIS-data acquisition." In Digital Photogrammetry and Remote Sensing '95, edited by Eugeny A. Fedosov. SPIE, 1995. http://dx.doi.org/10.1117/12.227858.

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Nikolakopoulos, Konstantinos G., Dimitrios Kozarski, and Stefanos Kogkas. "Coastal areas mapping using UAV photogrammetry." In Earth Resources and Environmental Remote Sensing/GIS Applications, edited by Ulrich Michel and Karsten Schulz. SPIE, 2017. http://dx.doi.org/10.1117/12.2278121.

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Kim, Seongheon, Jihye Han, Sanghun Son, Seonghyeok Lee, Soyoung Park, and Jinsoo Kim. "Continuous coastal monitoring using UAV photogrammetry." In Earth Resources and Environmental Remote Sensing/GIS Applications X, edited by Karsten Schulz, Konstantinos G. Nikolakopoulos, and Ulrich Michel. SPIE, 2019. http://dx.doi.org/10.1117/12.2533108.

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Zhang, Jianqing, Zuxun Zhang, Xiaoliang Wu, Zhihong Wang, Tong Qiu, and Hui Cao. "Photogrammetric workstation from Wuhan Technical University of Surveying and Mapping (WTUSM)." In Spatial Information from Digital Photogrammetry and Computer Vision: ISPRS Commission III Symposium, edited by Heinrich Ebner, Christian Heipke, and Konrad Eder. SPIE, 1994. http://dx.doi.org/10.1117/12.182886.

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Bandara, Chinthaka, and Aleksey Y. Sheshukov. "<i>Quantifying Ephemeral Gully Erosion with Photogrammetry Surveying</i>." In 2017 Spokane, Washington July 16 - July 19, 2017. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2017. http://dx.doi.org/10.13031/aim.201700474.

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Zhang, Junxiao, Qing Zhu, Fuqiang Shen, Shuangxi Miao, Zhenyu Cao, and Qiqiang Weng. "Hierarchical scheduling method of UAV resources for emergency surveying." In International Conference on Intelligent Earth Observing and Applications, edited by Guoqing Zhou and Chuanli Kang. SPIE, 2015. http://dx.doi.org/10.1117/12.2207912.

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Gaich, Andreas, Markus Pötsch, and Wulf Schubert. "Photogrammetry Plus Computer Vision for Rock Mass Characterisation, Bench Face Surveying and Blast Planning." In 2007 International Symposium on Rock Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2007. http://dx.doi.org/10.36487/acg_repo/708_34.

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Nikolakopoulos, Konstantinos G., Antonis Antonakakis, Aggeliki Kyriou, Ioannis K. Koukouvelas, and Panagiotis Stefanopoulos. "Comparison of terrestrial laser scanning and structure-from-motion photogrammetry for steep slope mapping." In Earth Resources and Environmental Remote Sensing/GIS Applications, edited by Ulrich Michel and Karsten Schulz. SPIE, 2018. http://dx.doi.org/10.1117/12.2326175.

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Reports on the topic "Earth surveying and photogrammetry"

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Fraser, R. H., T C Lantz, M. McFarlane-Winchester, J. van der Sluijs, and C. Prévost. Testing the potential of UAV photogrammetry for deriving bare earth models in Arctic shrublands. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2020. http://dx.doi.org/10.4095/321447.

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