Relevant bibliographies by topics / Aerial photography in road surveying

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

Academic literature on the topic 'Aerial photography in road surveying'

Author: Grafiati
Published: 4 June 2021
Last updated: 31 January 2023

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Journal articles on the topic "Aerial photography in road surveying"

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Bryn, Mikhail Y., and Dinara R. Bashirova. "COMPARATIVE EVALUATION EFFICIENCY OF MOBILE LASER SCANNING AND AERIAL SURVEYING FROM UNMANNED AERIAL VEHICLES FOR ROAD SURVEY." Vestnik SSUGT (Siberian State University of Geosystems and Technologies) 26, no. 3 (2021): 20–27. http://dx.doi.org/10.33764/2411-1759-2021-26-3-20-27.

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The application of mobile laser scanning and aerial photography from unmanned aerial vehicles for shooting highways is considered. The aim of the research was to compare the results of shooting using mobile laser scanning systems and aerial photography from an unmanned aerial vehicle to de-termine the preferred option for shooting a highway. The experimental part of the research was carried out using the following equipment: scanning was performed using the Topcon IP - S2 Compact sys-tem, aerial photography was carried out from the GEOSCAN 201 unmanned aerial vehicle. Based on the comparative tests performed on the section of the A - 121 "Sortavala" highway, a comparative analysis of the data obtained for various indicators was carried out: the speed of the shooting stages, the cost of a set of equipment, the cost of shooting, and the accuracy of the results was evaluated. Practical recommendations for the application of these methods are given, their advantages and disad-vantages are indicated.
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BRYN, Mikhail Ya, Dinara R. BASHIROVA, and Artur G. BAGISHYAN. "Comparative evaluation of mobile laser scanning, aerial photography from an unmanned aircraft system and surveying from an integrated road laboratory when performing diagnostics of highways." Proceedings of Petersburg Transport University 2021, no. 2 (June 2021): 211–21. http://dx.doi.org/10.20295/1815-588x-2021-2-211-221.

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Objective: To compare the possibilities of using mobile laser scanning (MLS) and aerial photography (AFS) from an unmanned aircraft system (UAS) and to make a survey from an integrated road laboratory when performing diagnostics of highways. Methods: For the analysis, a section of the regional road in the Kursk region was selected, on which the survey was carried out using considered methods. The main characteristics were identified when performing the diagnostics, their values were obtained on the basis of data from the integrated road laboratory, aerial photography with UAS, as well as ILS, and the accuracy of the results obtained, the compliance of the data with the requirements of regulatory documents were assessed. Results: Based on the work performed, the following conclusions were made: the determination of identified diagnostic parameters by the methods of ILS and APS with UAS is correct and aerial photography with UAS at the cost of equipment, the cost of shooting is the most profitable when drawing up topographic road plans. It is noted that in terms of accuracy, the APS method meets the requirements for plans at a scale of 1:500, MLS – 1:1000. Practical importance: Not all indicators required for diagnostics can be obtained with APS with ALS and MLS, since they require specialized equipment and direct interaction with the road surface, however, the range of application of the selected methods can be significantly expanded. Adhesion coefficient is measured using an integrated mobile road laboratory, so it is not advisable to abandon it. It was noted that the equipment of the laboratory, depending on the cost, may be different
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Kazachenko, Ludmila, Vladyslav Kazachenko, and Tetyana Zhidkova. "GEODESY, CARTOGRAPHY AND AERIAL PHOTOGRAPHY." GEODESY, CARTOGRAPHY AND AERIAL PHOTOGRAPHY 94, 2021, no. 94 (December 28, 2021): 29–34. http://dx.doi.org/10.23939/istcgcap2021.94.029.

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The development of exogenous processes on the Earth's surface is a large-scale problem. Due to the development of exogenous processes there are changes in the composition and structure of the earth's crust and its surface. The destruction of streets, houses and public buildings, roads and railways leads to enormous losses. To predict the development of soil degradation, erosion processes on agricultural lands, which lose annual production areas, leads to the formation of a ravine-beam system and reduces the productive amount of land owned by citizens – is a solution. The use of GIS technologies, remote sensing of the Earth and modern programming can partially solve the problem, as it is a rapid identification of areas that have undergone the process of soil degradation and possible prediction of the development of negative phenomena. The use of geodetic software, GIS, information layers of the Public cadastral map can help in the fastest finding of territories, development of the forecast of the further destructive action, development of the corresponding protective methods and their introduction. The areas with manifestations of exogenous processes - soil degradation in agricultural enterprises, where every year the area of highly fertile chernozems is lost, which leads to large losses and landslides in the forest-steppe and steppe settlements of Kharkiv region have been subject of our study. We investigated destructive processes by geodetic measurements in the territories of their manifestations, observations were carried out for 8 years. The development of exogenous processes on the Earth's surface was revealed, which was manifested in landslides in the settlements of the forest-steppe zone and degradation of agricultural lands in the steppe and forest-steppe part of Kharkiv region. The cause of the destruction of the earth's surface were factors independent of human activity. We built 3-D models of development of exogenous processes manifested in soil erosion and growth of the ravine-beam system and determined the degree of erosion after surveying and processing the results of geodetic measurements in the software Digitals. For 8 years, we made changes to the software, surveying the area and building a monitoring line. Also in the settlements on the territory of the two zones, we observed the development of landslides on the streets of the village. Milova and s. Nova Vasylivka, where there is an intensive development of exogenous processes. The use of GIS technologies and remote sensing of the Earth to monitor the development of exogenous processes simplifies the solution.
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Sugianto, Andy. "UAV and site investigation for evaluation of landslide hazard: a case study in Cipularang Km.92 Toll Road." MATEC Web of Conferences 229 (2018): 04015. http://dx.doi.org/10.1051/matecconf/201822904015.

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Application of Unmanned Aerial Vehicles (UAV) or drones to detect landslide Hazard and risk assessment becomes uncommon methodology in Indonesia. Nowadays, in Indonesia drones are still popular to use for commercial, news interest and advertisement purposes only. It is not mainly used for detecting landslide hazard or risk assessment purposes. Furthermore, the landslide in Indonesia is a common worldwide phenomenon that often occur and can have a great impact on the infrastructures and sometimes tragically result in fatalities. UAV provide a quick, safe, effective, and potentially superior means of inspecting large-scale, remote and difficult to access landforms with significant cost benefits compared to traditional inspection method by manual tracking. UAV can derive the aerial photography which represents actual condition and landslide hazard instantly. By using an aerial photograph, it can simplify the engineer to obtain viewpoint and presumption related with the mechanism of the landslide, some factors triggering the landslide (terrain and topography, drainage, river stream, logged area, slope height, structure, and community, etc). The result suggests that UAC can be one of most effective value in surveying and large-scale inspection to determine landslide hazard as well as general site condition.
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Park, Chan Hyeok, Kyoung Ah Choi, and Im Pyeong Lee. "Analysis of Applicability of Land-based MMS Surveying and Aerial Photography Mapping for Precise Road Maps." Journal of Korean Society for Geospatial Information System 26, no. 1 (March 31, 2018): 37–47. http://dx.doi.org/10.7319/kogsis.2018.26.1.037.

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Fuldain González, Juan, and Félix Varón Hernández. "NDVI Identification and Survey of a Roman Road in the Northern Spanish Province of Álava." Remote Sensing 11, no. 6 (March 26, 2019): 725. http://dx.doi.org/10.3390/rs11060725.

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The Iter 34 (Antonine Itinerary XXXIV) is the name of the Roman road that crosses the province of Álava from west to east. Since no specific path was officially recognized before our study, the remains of the road did not benefit from heritage protection. In 2017, we made a project to determine the course of the road through rural Álava. In addition to traditional archaeological excavation and prospecting techniques, we used UAVs (unmanned aerial vehicle) to produce NDVI (normalized difference vegetation index) orthomosaic plans of ten cultivated areas through which the road is conjectured to pass. NDVI orthomosaics let us see crop marks better than with conventional photography, allowing us to detect the crop marks during times of the year and in places where conventional photography would fail to show them. Thanks to the NDVI orthomosaics, remains of the road were identified not only in places where we knew it existed, but also in previously unknown locations. Furthermore, other archaeological features were identified close to the roadway. This technique heralds a great advance in non-invasive methods of archaeological surveying. By using precision farming techniques we have identified the course of the Roman road Iter 34 in several locations in a short period of time and with few resources.
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Qtiashat, Deya, Zeyad Makhmreh, Hala Abu Taleb, and Ahmed Khlaifat. "Urban Land Use Pattern and Road Network Characteristics Using GIS in Al Salt City, Jordan." Modern Applied Science 12, no. 4 (March 30, 2018): 128. http://dx.doi.org/10.5539/mas.v12n4p128.

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The aim of this study is to analyze the land use pattern and roads network in relation to the population density and distribution. The GIS analysis tools was used to investigate and describe the characteristics of land use pattern. method by utilizing the methods of surveying and spatial statistical analysis, and studying the areas’ topography; which includes the optimal land use and assessment through aerial photography that determines the future urban development besides determining the role played by the roads network within the study area. The study show that the residential use is dominant in the study area with 77.19 %. The study also showed that the urban growth was random and accompanied by the increase demand on the use of land for residential purpose. The study recommended paying more attention to the agricultural activities in Al Salt city and establishing a commercial organization that attracts visitors from the capital city of Amman who would like to get out of the city busy life but still stay near the capital city of Amman.
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Rylskiy, Ilya, Tatiana Nokelaynen, Tatiana Kotova, and Alexandr Panin. "Calculation of vegetation passability categories for vehicles based on laser scanning data." InterCarto. InterGIS 28, no. 1 (2022): 314–24. http://dx.doi.org/10.35595/2414-9179-2022-1-28-314-324.

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Determining the categories of vegetation passability for vehicles (in forested areas) is a very popular and technically difficult task. Its complexity increases as the area of the territory increases, while duration of works and their cost should decrease. The passability of forests is influenced by elementary characteristics such as the species composition, the diameter of the trunks, the average distance between the trunks, etc. An example of such work is the construction of vegetation passability maps for vehicles by category. This task is in high demand during the construction of new facilities (pipelines, roads, railways) and the development of new deposits in the forest zone. One of the most promising methods of information support for solving this problem is airborne laser scanning and digital aerial photography. The disadvantage of this method (as well as all methods of remote sensing) is the practical impossibility of direct instrumental measurement of a number of vegetation parameters (despite 25 years of progress in the development of the lidar method), such as the diameter of the trunk, or its exact location. Increasing scan density, combined with the use of UAVs surveying at high angles to the vertical, allows these characteristics to be obtained at the cost of a significant decrease in productivity, an exponential increase in the cost of surveying and data processing, with little confidence in the obtained vegetation characteristics. This paper proposes an alternative approach based on the identification of relationships between characteristics that can be directly measured from low-density laser scanning data (crown height, coverage density, range of distribution of points of laser reflections in height relative to the ground) and vegetation passability categories measured in the field conditions. The obtained results show high reliability. A positive feature of this approach is the low cost and high productivity in determining the categories of terrain passability.
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ROMANOVSKYI, A., and O. LISNYK. "Application of BIM in bridge construction." Modern achievements of geodesic science and industry 2, no. 44 (September 1, 2022): 49–52. http://dx.doi.org/10.33841/1819-1339-2-44-49-52.

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The spread of digital technologies in the field of engineering led to the invention of various methods for digitization processes. The use of Building Information Model (BIM) is already expanding to the application for infrastructure objects. Therefore, a need for the practical implementation of a BIM for each type of the specific objects is sufficient. In the current research, the main objective is to present an optimal technique for the application of BIM for built bridges. Based on the project documentation and field measurements of a bridge, a digital model must be created using Revit software. To investigate the achievements so far, some scientific articles and proposed technologies have been analyzed. How is BIM for infrastructure management already developed in many countries? What is a more detailed methodology called bridge information model (BrIM)? Another important question is how to digitize old objects in a simple and fast way. The procedures of data acquisition, georeferencing and modeling have been implemented and described. All successive steps from surveying an area to visualization and data transfer are presented in the study. The TLS and aerial photographs were merged and transferred into a point cloud, which served as a source for modeling. Revit software is used to create a bridge. Attribute data was taken from the project documentation, and the model of the newly built bridge on the old federal road B96 was transferred to a BIM. For the bridge on the new federal road B96, the inclination of the bridge body and the rotation around the center axis were modeled using an add-on for Revit called SOFiSTiK.
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Fraser, R. H., I. Olthof, M. Maloley, R. Fernandes, C. Prevost, and J. van der Sluijs. "UAV PHOTOGRAMMETRY FOR MAPPING AND MONITORING OF NORTHERN PERMAFROST LANDSCAPES." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XL-1/W4 (August 27, 2015): 361. http://dx.doi.org/10.5194/isprsarchives-xl-1-w4-361-2015.

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Northern environments are changing in response to recent climate warming, resource development, and natural disturbances. The Arctic climate has warmed by 2&ndash;3°C since the 1950’s, causing a range of cryospheric changes including declines in sea ice extent, snow cover duration, and glacier mass, and warming permafrost. The terrestrial Arctic has also undergone significant temperature-driven changes in the form of increased thermokarst, larger tundra fires, and enhanced shrub growth. Monitoring these changes to inform land managers and decision makers is challenging due to the vast spatial extents involved and difficult access. <br><br> Environmental monitoring in Canada’s North is often based on local-scale measurements derived from aerial reconnaissance and photography, and ecological, hydrologic, and geologic sampling and surveying. Satellite remote sensing can provide a complementary tool for more spatially comprehensive monitoring but at coarser spatial resolutions. Satellite remote sensing has been used to map Arctic landscape changes related to vegetation productivity, lake expansion and drainage, glacier retreat, thermokarst, and wildfire activity. However, a current limitation with existing satellite-based techniques is the measurement gap between field measurements and high resolution satellite imagery. Bridging this gap is important for scaling up field measurements to landscape levels, and validating and calibrating satellite-based analyses. This gap can be filled to a certain extent using helicopter or fixed-wing aerial surveys, but at a cost that is often prohibitive. <br><br> Unmanned aerial vehicle (UAV) technology has only recently progressed to the point where it can provide an inexpensive and efficient means of capturing imagery at this middle scale of measurement with detail that is adequate to interpret Arctic vegetation (i.e. 1&ndash;5 cm) and coverage that can be directly related to satellite imagery (1&ndash;10 km<sup>2</sup>). Unlike satellite measurements, UAVs permit frequent surveys (e.g. for monitoring vegetation phenology, fires, and hydrology), are not constrained by repeat cycle or cloud cover, can be rapidly deployed following a significant event, and are better suited than manned aircraft for mapping small areas. UAVs are becoming more common for agriculture, law enforcement, and marketing, but their use in the Arctic is still rare and represents untapped technology for northern mapping, monitoring, and environmental research. <br><br> We are conducting surveys over a range of sensitive or changing northern landscapes using a variety of UAV multicopter platforms and small sensors. Survey targets include retrogressive thaw slumps, tundra shrub vegetation, recently burned vegetation, road infrastructure, and snow. Working with scientific partners involved in northern monitoring programs (NWT CIMP, CHARS, NASA ABOVE, NRCan-GSC) we are investigating the advantages, challenges, and best practices for acquiring high resolution imagery from multicopters to create detailed orthomosaics and co-registered 3D terrain models. Colour and multispectral orthomosaics are being integrated with field measurements and satellite imagery to conduct spatial scaling of environmental parameters. Highly detailed digital terrain models derived using structure from motion (SfM) photogrammetry are being applied to measure thaw slump morphology and change, snow depth, tundra vegetation structure, and surface condition of road infrastructure. <br><br> These surveys and monitoring applications demonstrate that UAV-based photogrammetry is poised to make a rapid contribution to a wide range of northern monitoring and research applications.
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Dissertations / Theses on the topic "Aerial photography in road surveying"

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Egbert, Joseph M. "Low-Altitude Road Following, Using Strap-Down Cameras on Miniature Aerial Vehicles." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd2170.pdf.

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Brandtberg, Tomas. "Automatic individual tree-based analysis of high spatial resolution remotely sensed data /." Uppsala : Swedish Univ. of Agricultural Sciences (Sveriges lantbruksuniv.), 1999. http://epsilon.slu.se/avh/1999/91-576-5852-8.pdf.

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Dunfee, Scott E. "Evolution of ORV Trails in the Little Sahara Recreation Area, Utah, 1952 - 1997." Ohio : Ohio University, 2008. http://www.ohiolink.edu/etd/view.cgi?ohiou1225292205.

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Kelly, Michael A. "Spatial association in archaeology. Development of statistical methodologies and computer techniques for spatial association of surface, lattice and point processes, applied to prehistoric evidence in North Yorkshire and to the Heslerton Romano-British site." Thesis, University of Bradford, 1986. http://hdl.handle.net/10454/4397.

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The thesis investigates the concepts of archaeological spatial association within the context of both site and regional data sets. The techniques of geophysical surveying, surface distribution collection and aerial photography are described and discussed. Several new developments of technique are presented as well as a detailed discussion of the problems of data presentation and analysis. The quantitative relationships between these data sets are explored by modelling them as operands and describing association in terms of operators. Both local and global measures of association are considered with a discussion as to their relative merits. Methods for the spatial association of regional lattice and point processes are developed. A detailed discussion of distance based spatial analysis techniques is presented.
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Kelly, Michael Anthony. "Spatial association in archaeology : development of statistical methodologies and computer techniques for spatial association of surface, lattice and point processes, applied to prehistoric evidence in North Yorkshire and to the Heslerton Romano-British site." Thesis, University of Bradford, 1986. http://hdl.handle.net/10454/4397.

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The thesis investigates the concepts of archaeological spatial association within the context of both site and regional data sets. The techniques of geophysical surveying, surface distribution collection and aerial photography are described and discussed. Several new developments of technique are presented as well as a detailed discussion of the problems of data presentation and analysis. The quantitative relationships between these data sets are explored by modelling them as operands and describing association in terms of operators. Both local and global measures of association are considered with a discussion as to their relative merits. Methods for the spatial association of regional lattice and point processes are developed. A detailed discussion of distance based spatial analysis techniques is presented.
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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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Bélanger, Jean. "Mise à jour de la Base de Données Topographiques du Québec à l'aide d'images à très haute résolution spatiale et du progiciel Sigma0 : le cas des voies de communication." Thèse, 2011. http://hdl.handle.net/1866/6319.

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Le Ministère des Ressources Naturelles et de la Faune (MRNF) a mandaté la compagnie de géomatique SYNETIX inc. de Montréal et le laboratoire de télédétection de l’Université de Montréal dans le but de développer une application dédiée à la détection automatique et la mise à jour du réseau routier des cartes topographiques à l’échelle 1 : 20 000 à partir de l’imagerie optique à haute résolution spatiale. À cette fin, les mandataires ont entrepris l’adaptation du progiciel SIGMA0 qu’ils avaient conjointement développé pour la mise à jour cartographique à partir d’images satellitales de résolution d’environ 5 mètres. Le produit dérivé de SIGMA0 fut un module nommé SIGMA-ROUTES dont le principe de détection des routes repose sur le balayage d’un filtre le long des vecteurs routiers de la cartographie existante. Les réponses du filtre sur des images couleurs à très haute résolution d’une grande complexité radiométrique (photographies aériennes) conduisent à l’assignation d’étiquettes selon l’état intact, suspect, disparu ou nouveau aux segments routiers repérés. L’objectif général de ce projet est d’évaluer la justesse de l’assignation des statuts ou états en quantifiant le rendement sur la base des distances totales détectées en conformité avec la référence ainsi qu’en procédant à une analyse spatiale des incohérences. La séquence des essais cible d’abord l’effet de la résolution sur le taux de conformité et dans un second temps, les gains escomptés par une succession de traitements de rehaussement destinée à rendre ces images plus propices à l’extraction du réseau routier. La démarche globale implique d’abord la caractérisation d’un site d’essai dans la région de Sherbrooke comportant 40 km de routes de diverses catégories allant du sentier boisé au large collecteur sur une superficie de 2,8 km2. Une carte de vérité terrain des voies de communication nous a permis d’établir des données de référence issues d’une détection visuelle à laquelle sont confrontés les résultats de détection de SIGMA-ROUTES. Nos résultats confirment que la complexité radiométrique des images à haute résolution en milieu urbain bénéficie des prétraitements telles que la segmentation et la compensation d’histogramme uniformisant les surfaces routières. On constate aussi que les performances présentent une hypersensibilité aux variations de résolution alors que le passage entre nos trois résolutions (84, 168 et 210 cm) altère le taux de détection de pratiquement 15% sur les distances totales en concordance avec la référence et segmente spatialement de longs vecteurs intacts en plusieurs portions alternant entre les statuts intact, suspect et disparu. La détection des routes existantes en conformité avec la référence a atteint 78% avec notre plus efficace combinaison de résolution et de prétraitements d’images. Des problèmes chroniques de détection ont été repérés dont la présence de plusieurs segments sans assignation et ignorés du processus. Il y a aussi une surestimation de fausses détections assignées suspectes alors qu’elles devraient être identifiées intactes. Nous estimons, sur la base des mesures linéaires et des analyses spatiales des détections que l’assignation du statut intact devrait atteindre 90% de conformité avec la référence après divers ajustements à l’algorithme. La détection des nouvelles routes fut un échec sans égard à la résolution ou au rehaussement d’image. La recherche des nouveaux segments qui s’appuie sur le repérage de points potentiels de début de nouvelles routes en connexion avec les routes existantes génère un emballement de fausses détections navigant entre les entités non-routières. En lien avec ces incohérences, nous avons isolé de nombreuses fausses détections de nouvelles routes générées parallèlement aux routes préalablement assignées intactes. Finalement, nous suggérons une procédure mettant à profit certaines images rehaussées tout en intégrant l’intervention humaine à quelques phases charnières du processus.
In order to optimize and reduce the cost of road map updating, the Ministry of Natural Resources and Wildlife is considering exploiting high definition color aerial photography within a global automatic detection process. In that regard, Montreal based SYNETIX Inc, teamed with the University of Montreal Remote Sensing Laboratory (UMRSL) in the development of an application indented for the automatic detection of road networks on complex radiometric high definition imagery. This application named SIGMA-ROUTES is a derived module of a software called SIGMA0 earlier developed by the UMRSL for optic and radar imagery of 5 to 10 meter resolution. SIGMA-ROUTES road detections relies on a map guided filtering process that enables the filter to be driven along previously known road vectors and tagged them as intact, suspect or lost depending on the filtering responses. As for the new segments updating, the process first implies a detection of potential starting points for new roads within the filtering corridor of previously known road to which they should be connected. In that respect, it is a very challenging task to emulate the human visual filtering process and further distinguish potential starting points of new roads on complex radiometric high definition imagery. In this research, we intend to evaluate the application’s efficiency in terms of total linear distances of detected roads as well as the spatial location of inconsistencies on a 2.8 km2 test site containing 40 km of various road categories in a semi-urban environment. As specific objectives, we first intend to establish the impact of different resolutions of the input imagery and secondly establish the potential gains of enhanced images (segmented and others) in a preemptive approach of better matching the image property with the detection parameters. These results have been compared to a ground truth reference obtained by a conventional visual detection process on the bases of total linear distances and spatial location of detection. The best results with the most efficient combination of resolution and pre-processing have shown a 78% intact detection in accordance to the ground truth reference when applied to a segmented resample image. The impact of image resolution is clearly noted as a change from 84 cm to 210 cm resolution altered the total detected distances of intact roads of around 15%. We also found many roads segments ignored by the process and without detection status although they were directly liked to intact neighbours. By revising the algorithm and optimizing the image pre-processing, we estimate a 90% intact detection performance can be reached. The new segment detection is non conclusive as it generates an uncontrolled networks of false detections throughout other entities in the images. Related to these false detections of new roads, we were able to identify numerous cases of new road detections parallel to previously assigned intact road segments. We conclude with a proposed procedure that involves enhanced images as input combined with human interventions at critical level in order to optimize the final product.
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Books on the topic "Aerial photography in road surveying"

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Gunst, Marlies de. Knowledge-based interpretation of aerial images for updating of road maps. Delft, The Netherlands: Nederlandse Commissie voor Geodesie, 1996.

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Arancibia, Gabriel S. Système prototype à référence spatiale pour la gestion du réseau routier. [Québec, Québec: Direction des communications, Ministère des transports du Québec, 1991.

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Jester, Jason. A study of the use of low altitude airborne multispectral scanning for preliminary analysis of highway project sites. Columbus, Ohio: Ohio Dept. of Transportation, 2002.

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Rosemary, Byard, and Beaven Peter, eds. Terrain evaluation manual. London: Transport Research Laboratory, Dept. of Transport, 1993.

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Ciciarelli, John A. A practical guide to aerial photography: With anintroduction to surveying. New York: Van Nostrand Reinhold, 1991.

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A practical guide to aerial photography: With an introduction to surveying. New York: Van Nostrand Reinhold, 1991.

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Zbornik radova. Beograd: [s.n.], 1989.

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Ciciarelli, John A. A Practical Guide to Aerial Photography with an Introduction to Surveying. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7.

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Aerial mapping: Methods and applications. Boca Raton: Lewis, 1995.

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1943-, Berlin Graydon Lennis, ed. Interpretation of aerial photographs. 4th ed. New York: Macmillan Publ.Co., 1985.

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Book chapters on the topic "Aerial photography in road surveying"

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Ciciarelli, John A. "Aerial Photography as a Surveying Tool." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 77–93. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_5.

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Ciciarelli, John A. "Using Your Own Aerial Photography." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 94–108. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_6.

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Ciciarelli, John A. "Map Surveying." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 147–58. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_9.

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Ciciarelli, John A. "Surveying Accuracy and Precision." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 38–53. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_3.

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Ciciarelli, John A. "Some Fundamentals of Surveying." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 109–28. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_7.

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Ciciarelli, John A. "Trigonometry." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 1–17. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_1.

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Ciciarelli, John A. "Some Practical Area and Volume Considerations." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 18–37. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_2.

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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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Ciciarelli, John A. "Project Layout and Planning." In A Practical Guide to Aerial Photography with an Introduction to Surveying, 129–46. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-6503-7_8.

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Mansouri, Karim, Noamen Rebai, Sahar Gaaloul, and Murad Salhi. "Using Aerial Photography for Semi-automatic Extraction of Road Network at a Scale of 1:25000." In Mapping and Spatial Analysis of Socio-economic and Environmental Indicators for Sustainable Development, 119–32. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-21166-0_11.

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Conference papers on the topic "Aerial photography in road surveying"

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Wang, Ping, Fan Yang, Zheng Wei, Ji-Sheng Zeng, and Yu-Chao Sun. "The Application of A3 Aerial Photography in Island Surveying and Mapping." In 2nd 2016 International Conference on Sustainable Development (ICSD 2016). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/icsd-16.2017.96.

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Ciminale, M., E. Ricchetti, and A. De Siena. "Aerial photography and magnetic surveying in the archaeological park of Metaponto (Southern Italy)." In 4th EEGS Meeting. European Association of Geoscientists & Engineers, 1998. http://dx.doi.org/10.3997/2214-4609.201407217.

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Al-Tahir, Raid, and Travis Barran. "EARTHWORK VOLUMETRICS WITH UNMANNED AERIAL VEHICLES: A COMPARATIVE STUDY." In International Conference on Emerging Trends in Engineering & Technology (IConETech-2020). Faculty of Engineering, The University of the West Indies, St. Augustine, 2020. http://dx.doi.org/10.47412/klnq8966.

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Abstract:
The recent evolution of Unmanned Aerial Vehicles (UAVs) as measuring instruments has become attractive for many surveying applications in civil engineering including the volumetric computations of earthworks in the construction of a highway. The application of softcopy photogrammetry to UAV acquired imagery has the potential to reduce data acquisition costs, time and with suitable accuracy for earthworks mapping and volumetrics. Their performance, however, is not well understood for these applications. This investigation tests the ability of the UAVs and photogrammetric software to generate volumes for the layers of material used in road construction, as well as to analyse their accuracies and limitations. Specifically, this study assesses the feasibility of UAV-based surveying in generating volumes for general earthworks in highway/road construction. Additionally, the study compares the performance of UAV-based surveying to that of Total Station surveying. Performance is evaluated along the required time for image acquisition and generating the final products, the required personnel and overall cost of survey. A segment of the Churchill Roosevelt Extension to Manzanilla was used in the assessment.
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Pukite, Vivita, Vita Celmina, and Dainora Jankauskiene. "ECONOMIC ANALYSIS OF QUARRY SURVEYING." In GEOLINKS International Conference. SAIMA Consult Ltd, 2020. http://dx.doi.org/10.32008/geolinks2020/b2/v2/18.

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There are several surveying methods whose practical function is to determine the areas of land, distances, heights, the amount of earthwork, and to produce reduced images of the earth's surface. The research looks at how geodetic and remote sensing methods can be used, and the results they provide in quarry surveying. The most important in quarry surveying is to get an accurate land surface for calculation of the volume of mineral resources. After quarries surveying, it is possible to calculate the amount of remaining mineral resources. Within the framework of the research, were performed surveying in quarries with geodetic surveying and remote sensing methods. For geodetic surveying was used GNSS receiver and a robotic total station, but from remote sensing methods were used aerial photography and aerial laser scanning. The most important reason why it is important to get an accurate surface and make an accurate volume calculation in quarry surveying is the economic factor. The economic analysis was carried out using a comparison method based on volume, market price and natural resources tax. The research presents the advantages and disadvantages of each surveying method and explains the results obtained, based on economic calculations. The main conclusion is that the accuracy of the preparation of land surface relief models is based mainly on economic calculations because mineral resources are a commodity that is bought and sold for which tax is payable.
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