Bibliographies thématiques / ETRS89/UTM, coordinate system

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Littérature scientifique sur le sujet « ETRS89/UTM, coordinate system »

Auteur : Grafiati
Publié le 4 juin 2021
Mis à jour le 18 février 2022

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Articles de revues sur le sujet "ETRS89/UTM, coordinate system"

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Heunecke, Otto. « Der Bezugssystemwechsel im amtlichen Vermessungswesen und seine Folgen bei der Nutzung von Lage- und Höhenkoordinaten für Bauvorhaben/The reference system change in German ordnance surveying and its consequences using plane and height co-ordinates in construction projects ». Bauingenieur 92, no 09 (2017) : 370–76. http://dx.doi.org/10.37544/0005-6650-2017-09-54.

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Die CAD- sowie BIM-gestützte Planung von Bauwerken und Infrastrukturvorhaben erfolgt regelmäßig in kartesischen Koordinaten mit der Meterdefinition als einheitlichem Maßstab. Demgegenüber liegen die amtlichen Geodaten in Deutschland zukünftig hinsichtlich der Lage in dem Koordinatenreferenzsystem ETRS89/UTM und bezüglich der Gebrauchshöhen als Normalhöhen im DHHN2016 vor. Bei dem Einbezug von Geobasisdaten in die Planung von Bauvorhaben sowie der Umsetzung einer Planung in die Örtlichkeit müssen die sich ergebenden Konsequenzen beachtet und anhand der dargelegten Zusammenhänge berücksichtigt werden.
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Poláček, Jiří. « State borders in ETRS89 coordinates – reality or fiction ? » Geoinformatics FCE CTU 14, no 2 (8 décembre 2015) : 5–8. http://dx.doi.org/10.14311/gi.14.2.1.

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<p>Common unique ETRS89 coordinates of the state boundaries are crucial for cross-border data harmonization for international projects. In the frame of European Location Framework (ELF) project Czech Office for Surveying, Mapping and Cadastre (ČÚZK) cooperates with Poland on egde-matching on the state border. During the preliminary phase of the project was some difficulty identified. If the state boundary is measured and administered in the national coordinate system, the accuracy of the transformation into the ETRS89 is influenced by discrepancies of the local trigonometric network, which results in two slightly different state boundaries. Final solution for Europe – international treaties on the state borders based on the ETRS89 coordinates – is necessary, but it will take years.</p>
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Banko, Antonio, Tedi Banković, Marko Pavasović et Almin Đapo. « An All-in-One Application for Temporal Coordinate Transformation in Geodesy and Geoinformatics ». ISPRS International Journal of Geo-Information 9, no 5 (13 mai 2020) : 323. http://dx.doi.org/10.3390/ijgi9050323.

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Over the years, Global Navigation Satellite Systems (GNSS) have been established in the geosciences as a tool that determines the positions of discrete points (stations) on the Earth’s surface, on global to local spatial scales in a very simple and economical manner. Coordinates obtained by space geodetic measurements ought to be processed, adjusted, and propagated in a given reference frame. As points on the Earth’s surface do not have a fixed position, but rather, are moving with associated velocities, it is inevitable to include those velocities in the coordinate transformation procedure. Station velocities can be obtained from kinematic models of tectonic plate motions. The development and realization of an all-in-one standalone desktop application is presented in this paper. The application unifies coordinate transformation between different realizations (reference frames) of the International Terrestrial Reference System (ITRS) and European Terrestrial Reference System 1989 (ETRS89) following European Reference Frame Technical Note (EUREF TN) recommendations with temporal shifts of discrete points on the Earth’s surface caused by plate tectonics by integrating no-net rotation (NNR) kinematic models of the Eurasian tectonic plate.
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Staňková, Hana, Pavel Černota et Miroslav Novosad. « An analysis of the possibility of intersystem transformations for purposes of geo-referencing old mine workings ». GeoScience Engineering 58, no 3 (1 septembre 2012) : 1–12. http://dx.doi.org/10.2478/v10205-011-0016-0.

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Abstract The paper is dedicated to the issues of both planar and spatial transformations with respect to the territory affected by mining activities. The planar transformations have been applied among the planar Otto mine coordinate system, St. Stephen Datum of Cadastre Coordinates, and the Datum of Uniform Trigonometric Cadastral Network (hereinafter referred to as JTSK). Here basic transformation characteristics among the above systems are defined. The spatial transformation is performed through a point coordinate conversion between the JTSK and the European Terrestrial Reference System (hereinafter referred to as ETRS89) where conventional relations as well as other conversion possibilities were described. Part of the article is the execution of an experiment of a direct transformation between the St. Stephen Datum of Cadastre Coordinates and the ETRS98 system for the territory of Brno, which was not affected by mining activities. For the above transformation, 8 trigonometric points were used, for which the identity analysis had been done initially. Furthermore, the Interpolation and One Step Transformations were tested, which solve the conversion as divided tasks for both position and heights. The Interpolation Transformation showed better values for residues. The results of the above experiment will be applied for purposes of surveying old mine workings using the GNSS technology.
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Rudnicki, Mark, et Thomas H. Meyer. « Methods to Convert Local Sampling Coordinates into Geographic Information System/Global Positioning Systems (GIS/GPS)–Compatible Coordinate Systems ». Northern Journal of Applied Forestry 24, no 3 (1 septembre 2007) : 233–38. http://dx.doi.org/10.1093/njaf/24.3.233.

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Abstract Laying out a sampling transect in the field is a common task when researching natural systems and resources. With widespread availability of global navigation satellite systems (GNSS), such as the US global positioning system (GPS), it is becoming more common to resurvey legacy transects to establish them in globally referenced coordinate systems such as geodetic latitude/longitude or planimetric systems such as the Universal Transverse Mercator (UTM) or the State Plane Coordinate System (SPCS). Transforming local coordinates into a globally referenced coordinate system allows (1) disparate legacy surveys to be combined into a common geographic information system (GIS) database, (2) new GPS measurements to be incorporated into that same database, and (3) GPS-based navigation to be used for plot establishment and resampling. This article presents the mathematics necessary to determine the globally referenced planimetric coordinates of established linear, rectangular, or nominally rectangular transects (such as a rhombus) using formulas that are easily implemented on a spreadsheet. In addition, methods are given to determine the planimetric coordinates of new transects.
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Morgaś, Wacław, et Zdzisław Kopacz. « Conversion of geodetic coordinates into flat (2-dimensinal) coordinates PL-UTM for the purposes of navigation ». Zeszyty Naukowe Akademii Marynarki Wojennej, no 1 (31 mars 2017) : 45–60. http://dx.doi.org/10.5604/0860889x.1237622.

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This paper presents mathematical interdependences in converting geodetic coordinates into flat rectangular coordinates and inverse transformation recommended in the Ordinance by Prime Minister on the State System of Spatial References. It especially presents formulas contained in works by M. Hooijberg (1997) Practical Geodesy and R. Kadaj (2001) Projection Formulas and Parameters of Coordinate Systems. G-1.10.In order to illustrate uses of the presented formulas relevant calculation examples based on the reference ellipsoids WGS 84 and GRS 80 are included.
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Aziz, Khafidh Nur, Yosaphat Sumardi, Denny Darmawan et Nugroho Budi Wibowo. « Interpretasi Struktur Bawah Tanah pada Sistem Sungai Bribin dengan Metode Geo ». INDONESIAN JOURNAL OF APPLIED PHYSICS 6, no 01 (14 septembre 2016) : 31. http://dx.doi.org/10.13057/ijap.v6i01.1796.

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This research was aimed to determine the distribution pattern of magnetic field anomaly and to identify the lithology of underground structure in Bribin Karst using geomagnetic method. Research location was Semanu Sub-district, Gunungkidul Regency at UTM coordinate of 464061 mT-464929 mT and 9111097 mU-9111970 mU. The data were taken using G-5 Proton Precession Magnetometer (PPM) by looping method. The result showed that the distribution pattern of the magnetic field anomaly in Karst Bribin has value of 330 nT - 530 nT and anomaly values reflecting the system of Bribin River has value of 400 nT-460 nT. The lithology of underground structure in Karst Bribin has susceptibility value of -0.069 (in SI) - 0.0661 (in SI) with depth 200 m associated with limestone, tuff, gypsum, rock salt, and minerals calcite and anhydrite and the lithology associated with the system of Bribin River has susceptibility value -0.069 (in SI) associated with gypsum, rock salt, and minerals anhydrite.
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Redweik, Paula, José Juan de Sanjosé Blasco, Manuel Sánchez-Fernández, Alan D. Atkinson et Luís Francisco Martínez Corrales. « Tower of Belém (Lisbon)–Status Quo 3D Documentation and Material Origin Determination ». Sensors 20, no 8 (21 avril 2020) : 2355. http://dx.doi.org/10.3390/s20082355.

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The Tower of Belém, an early 16th century defense tower located at the mouth of the Tagus river, is the iconic symbol of Lisbon. It belongs to the Belém complex, classified since 1983 as a World Heritage Site by the UNESCO, and it is the second most visited monument in Portugal. On November 1st, 1755, there was a heavy earthquake in Lisbon followed by a tsunami, causing between 60,000 and 100,000 deaths. There is a possibility of a repetition of such a catastrophe, which could bring about the collapse of the structure. This was the reasoning behind the decision to evaluate the Tower of Belém by means of surveys using Terrestrial Laser Scanning and photogrammetry. Until now, there was no high-resolution 3D model of the interior and exterior of the tower. A complete 3D documentation of the state of the Tower was achieved with a cloud of more than 6,200 million 3D points in the ETRS89 PT-TM06 coordinate system. Additionally, measurements were made using a hyperspectral camera and a spectroradiometer to characterize the stone material used in the Tower. The result is a digital 3D representation of the Tower of Belém, and the identification of the quarries that may have been used to extract its stone. The work carried out combines geometrical and material analysis. The methods used may constitute a guide when documenting and intervening in similar heritage elements. Finally, the information contained therein will allow an eventual reconstruction of the Tower in the case of another catastrophe.
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M. Mohammed Saied, Fathi. « Using Remote Sensing and GIS Techniques for Quick Estimation of the URBAN Growth in the North Region of Khartoum State ». FES Journal of Engineering Sciences 2, no 1 (6 novembre 2006) : 12. http://dx.doi.org/10.52981/fjes.v2i1.88.

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Satellite imagery acquired by IKONOS imaging system in 2003 and the analog map of the study area at scale 1:25000 (1984) have been used to estimate the urban growth taken place in the study area during the period 1984-2003. Remote sensing, digital image processing and GIS techniques were used to map this growth. Different procedures have been applied to the test data to achieve the objectives of this study. Image restoration as well as map projection and rectification operations were adopted to bring the test data at a common geo-reference coordinate system (UTM). Image enhancement and spatial topology processes have been applied and constructed to achieve the virtual representation of the real world. Analysis and overlay process were applied to the test data to model the urban growth in the study area between the year 1984 and the year 2003. The estimated amount of the urban growth was found to be approximately 3.249 Km2. The experimental test, carried throughout this study, proved that integrated remote sensing and GIS techniques have great impact on detecting environmental changes and man-made features variations through time.
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Journal, Baghdad Science. « The Datums Transformation for GPS Navigation Measurements Correction ». Baghdad Science Journal 5, no 2 (1 juin 2008) : 253–60. http://dx.doi.org/10.21123/bsj.5.2.253-260.

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The GPS navigation measurements become more widely used in many civilian and scientific application. All GPS navigation data holds many errors, the main error sources arise from the geodetic Datum variation when user apply the GPS measurements with the map. Geodetic datums define the size and shape of the earth and the origin and orientation of the coordinate systems used to map the earth surface. In this paper, the Datum transformation was evaluated in two mathematical methods to overcome the errors due to the difference between the WGS-84 and our country Datum Clarck-1880. The results was evaluated and investigated using Carmin GPS device for GCPs comparison, topographic map for Hilla city, mid Iraq 1:100000 scale, and two georefrencing ETM+ & TM satellite images. The spatial transformation error was less than 10 meter for UTM projection & less than 1 sec for (?, ?) projection, which can considered as suitable results in transformation calculation All results were overcome using two written program for each method with the help of Matlab facility. GPS: Global Positioning System, GCPs: Ground Control Points
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Thèses sur le sujet "ETRS89/UTM, coordinate system"

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Kaden, Roman, Harald Rasche et Frieder Tonn. « Orientierung eines untertägigen Polygonzugnetzes im Lagebezug ETRS89/UTM ». Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2016. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-206654.

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Im Rahmen einer Diplomarbeit wurden 2015 die untertägigen Polygonzugnetze der Gruben Unterbreizbach/Merkers der K+S KALI GmbH im Lagebezug ETRS89/UTM neu orientiert und Ergebnisse verschiedener Messepochen ausgeglichen. Für die Schaffung eines weiteren Anschlusspunktes erfolgten zur Koordinatenübertragung im Schacht Merkers 2 eine mechanische Schachtlotung und eine Steilschachtmessung nach dem Verfahren von Mecke/Ackermann aus dem Jahr 2002. Die Methoden werden gegenübergestellt und die erreichten Genauigkeiten diskutiert
Within the framework of a diploma thesis the underground mining coordinate system of Unterbreizbach/Merkers K+S KALI GmbH became reorientated in the reference system ETRS89/UTM with an adjustment of results from different ages of measurement. For the development of a further termination point a mechanical shaft plumbing and a steep shaft measurement according to Mecke/Ackermann from 2002 took place. The methods will be compared followed by a discussion of the reached accuracies
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Asli, Kilic. « Coordinate Systems For A Naval Virtual Environment ». Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606465/index.pdf.

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The purpose of this thesis is implementing World Geodetic System (WGS) for Naval Surface Tactical Maneuvering Simulation System (NSTMSS), a High Level Architecture (HLA) based naval simulation, and also implementing body coordinate system for the ships of NSTMSS and its combination with WGS so that NSTMSS can be more accurate, and new ship dynamics models can be integrated to the NSTMSS environment more easily. To improve the coordinate system of NSTMSS these methods were used
World Geodetic System - 1984 (WGS 84) was chosen as the reference system of new coordinate system of NSTMSS and coordinates were transformed to Universal Transverse Mercator (UTM) Coordinate System. Also, the terrains which NSTMSS uses created in OpenFlight (FLT) format with UTM map projection method. In addition to this, Ship Body Coordinate System was implemented as a Cartesian coordinate system. This thesis has achieved improved coordinate systems for the NSTMSS environment to increase the realism of the simulation.
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Livres sur le sujet "ETRS89/UTM, coordinate system"

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UTM Using your GPS with the Universal Transverse Mercator Coordinate System. 3e éd. MapTools, 2007.

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Chapitres de livres sur le sujet "ETRS89/UTM, coordinate system"

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Cai, Jianqing, et Erik W. Grafarend. « Systematical Analysis of the Transformation Between Gauss-Krueger-Coordinate/DHDN and UTM-Coordinate/ETRS89 in Baden-Württemberg with Different Estimation Methods ». Dans Geodetic Reference Frames, 205–11. Berlin, Heidelberg : Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_32.

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Lu, Zhiping, Yunying Qu et Shubo Qiao. « Gauss and UTM Conformal Projections and the Plane Rectangular Coordinate System ». Dans Geodesy, 265–326. Berlin, Heidelberg : Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41245-5_6.

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Actes de conférences sur le sujet "ETRS89/UTM, coordinate system"

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Czyz, Jaroslaw A., Chris Pettigrew, Hector Pino et Ruben Gomez. « Multi-Pipeline Geographical Information System Based on High Accuracy Inertial Surveys ». Dans 2000 3rd International Pipeline Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/ipc2000-155.

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This paper describes the GIS system developed for the Pemex’ pipeline network in the Valley of Mexico. The pipeline UTM coordinates, which are the basis of the GIS, were obtained from the high accuracy Geopig® inertial and caliper surveys. The survey data also included information on pipeline features and anomalies, and was incorporated into the GIS together with the metal loss data from the past in-line inspections. The system is based on the ArcView® GIS Software with the Arc View 3D Analyst™ extension that allows both the cartography and pipeline data to be viewed in 3-D space. It stores information on pipeline plan, profile, girth weld locations, dents, wall thickness, bending strains, metal loss and other features in relation to known landmarks such as roads, buildings, political boundaries and hydrology. This allows for very efficient and accurate location of pipe defects and anomalies, which is particularly beneficial where there are several pipelines running in the same right-of-way. It helps to eliminate unnecessary excavations, as well as to coordinate, plan and schedule pipeline repairs. The additional benefit of a multi-pipeline GIS system is the ability to store various information for all the pipelines in one database, which is easy to manage and update. The GIS also gives the ability to plot detailed maps, query data for effective solutions and visualize scenarios.
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