Relevant bibliographies by topics / Geodetic measurement

Contents

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

Academic literature on the topic 'Geodetic measurement'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Geodetic measurement"

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Tretyak, Kornyliy, and Igor Savchyn. "Posteriori Optimization of Active Geodetic Monitoring Networks." Reports on Geodesy and Geoinformatics 96, no. 1 (June 1, 2014): 67–77. http://dx.doi.org/10.2478/rgg-2014-0007.

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Abstract This paper presents developed method of a posteriori optimization of measurement results of active geodesic monitoring networks with taking into account the parameters of accuracy and reliability. Filtering the measurement results of active geodetic monitoring networks is in out of order exclusion vectors with maximum corrections, which is determined from successive iterations of network adjustment. After each iteration it’s determined the mean square error of unit weight and the parameter of network reliability. Sifting vectors with maximal errors leads to accuracy improving and reliability deterioration of network. Using entropy approach is defined group of vectors in which the value of accuracy and reliability is optimal. Using the developed method performed a posteriori optimization of active precision geodesic monitoring network of the Dnieper, Dniester and Kanev HPP. The represented method can also be used for the optimization of any active geodesic monitoring networks with large quantity of redundant measurements
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Goluk, Victor P., and Denis G. Nazarov. "FEATURES OF GEODECTIC NETWORKS DENSIFICATION ON THE EXAMPLE OF A RAILWAY BRIDGE CROSSING CONSTRUCTION ACROSS THE KERCHEN STRAIT." Interexpo GEO-Siberia 1, no. 1 (July 8, 2020): 93–105. http://dx.doi.org/10.33764/2618-981x-2020-1-1-93-105.

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The geodetic center base for the construction of bridge structures is the basis of all measurement work. Often it is necessary to carry out the densification of the geodetic center base in compliance with the necessary accuracy of recoverable structures. In the process of geodesic control of the construction of a railway bridge on Section No. 3 of the channel between Tuzlinsky Spit and Tuzla Island, difficulties arose in bringing the project to life at all stages of the construction of a structure associated with the low density of geodetic center base points located in the aquatic area. Based on the above the geodesic service of the LLC “Bridge Bureau” carried out work on the concentration of the geodetic center at the construction site of the bridge crossing (the working bridge RM-1 - site No. 3), as well as taking into account: Section 4 of the joint venture 126.13330.2017 "Geodetic works in construction", GOST 21780-2006 "System for ensuring the accuracy of geometrical parameters in construction. Calculation of accuracy ", as well as SP 46.13330.2012" Bridges and pipes." An a priori assessment of the accuracy of the measurement results for each of the methods for monitoring the planning and altitude position of the condensation points was made. A combined approach to densification of the geodetic center base is suggested.
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Nowak, Edward, Ryszard Malarski, Witold Prószyński, Alicja Sadowska, Marek Woźniak, and Janina Zaczek-Peplinska. "Research and Development Work Carried out by the Chair of Engineering Geodesy and Measurement and Control Systems, Faculty of Geodesy and Cartography WUT – Thematic Scope and Achievements." Reports on Geodesy and Geoinformatics 100, no. 1 (June 1, 2016): 201–19. http://dx.doi.org/10.1515/rgg-2016-0014.

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Abstract Geodetic engineering surveys are an important part of the works carried out by the Faculty of Geodesy and Cartography, Warsaw University of Technology. These works concern measurement techniques as well as advanced result analysis methods applied in precise industrial surveys and in processes controlling object’s behaviour over time. The thematic scope of research realised by Chair of Engineering Geodesy and Control-Measuring Systems shows that article related to geodetic engineering measurements and geodetic monitoring is carried out with high intensity, resulting in technological advancement and implementation of new or improved measurement solutions and methods of measurement result development.
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Głowacki, Tadeusz. "Accuracy analysis of satellite measurements of the measurement geodetic control network on the southern Spitsbergen." E3S Web of Conferences 71 (2018): 00020. http://dx.doi.org/10.1051/e3sconf/20187100020.

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Geodetic networks are very important in analyses of long-term monitoring deformation of natural objects in polar regions. The ground stability of geodetic reference points can give the quality of the results of geometry measures. Well measures give the purpose to environmental protection of measured natural objects (moraines, talus slopes, debris etc.). The main objective of this paper is to compare the adjustment of the geodetic network by the Least Square Method based on one (ASTRO) or two (ASTRO and NYA1) reference points with full rank and robust adjustment. The main adjustment steps with important numerical results are presented for both methods. The method how to detect the presence of the used wrong approximate coordinates of network points is addressed, and the detection approaches are given for both adjustment procedures. The results of both adjustment procedures summarized in the Conclusion indicate that the combination of these procedures is not suitable way of detecting errors in a geodetic network.
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Julianto, Eko Nugroho, Ispen Safrel, and Arie Taveriyanto. "High Accuracy Geodetic Control Point Measurement Using GPS Geodetic With Static Methods." Jurnal Teknik Sipil dan Perencanaan 20, no. 2 (November 29, 2018): 81–89. http://dx.doi.org/10.15294/jtsp.v20i2.16300.

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Abstract. The quality of the coordinates of the points in a generally horizontal control network will be influenced by many factors, such as the system equipment used for measuring / observation, the network geometry, measurement strategies / observation, as well as data processing strategy implemented. Using development of the GPS satellite system, since 1989, the network provision of horizontal control points in Indonesia generally relies on the GPS satellite observations. One way of measuring geodetic control points with high accuracy is using geodetic GPS. Measurement of geodetic control points required as a control in the execution of the work and as a correction coordinate measurement of the position of a measurement object with a high degree of accuracy (± 1 cm). How many measurement methods that can be done. This research conducted measurement using static method. Static surveys are used to determine the coordinates of the control points are relatively distant from each other as well as order accuracy requires relatively higher. The measurement results obtained coordinate data for point 1 is 6 ° 57 '31.92207 "LS; 109 ° 38 '32.25194 "BT; high (ellipsoid) 34 320 m and point 2 is 6 ° 57 '33.59086 "LS; 109 ° 38 '37.87710 "BT; high (ellipsoid) 36 235 m.
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Sztubecki, Jacek, Adam Bujarkiewicz, and Małgorzata Sztubecka. "Measuring Displacements in Engineering Structures by Means of a Coordinate Laser Station." Civil And Environmental Engineering Reports 23, no. 4 (December 1, 2016): 145–60. http://dx.doi.org/10.1515/ceer-2016-0059.

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Abstract The application of geodetic methods to examine structures consists in the determination of their displacements relative to an established geodetic reference datum or in the definition of the geometry of their individual components. Such examinations form a picture of changes happening between specific points in time. Modern measurement technologies used in geodetic engineering enable undertaking more and more challenging measurements with increasing accuracy. The purpose of this article is to present a measurement technique involving a Leica TDRA 6000 total station to measure displacements in engineering structures. The station features a direct drive technology to achieve an accuracy of 0.25 mm in 3-dimensional measurements. Supported by appropriate software, the unit makes a perfect instrument for the monitoring of civil engineering structures. The article presents the results of measurement of static and dynamic displacements in a few engineering structures. The measurements were carried out both in laboratory conditions and on actual, operated civil engineering structures.
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Zaczek-Peplinska, Janina. "METHODOLOGICAL BASIS OF CONTROL NETWORK MODERNISATION IN HUGE HYDROTECHNICAL STRUCTURES." Environment. Technology. Resources. Proceedings of the International Scientific and Practical Conference 1 (June 18, 2005): 302. http://dx.doi.org/10.17770/etr2005vol1.2157.

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Water dams are typical structures which require cyclic and in some cases, permanent control of their conditions. Most of the Polish damming structures are more than fifty years old and funds assigned for their renovation and effective conservation are being continuously reduced. Therefore, it is vital to improve the control of those structures.Cyclic geodetic measurements of movements are obligatory elements of control measurement schedule and are important for evaluation of damming structures security. Complex modernisation of geodetic network for movement examination consists of many actions, which goals are:- Reactivating devastated network structure,- Modernisation of geodetic process of structures movements determination (concerning steps: measurements and data elaborating),- Enhancing the accuracy of geodetic measurements,Increasing a credibility of the movement measurements results.
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Marjetič, Aleš, Klemen Kregar, and Dušan Kogoj. "Geodetic measurement of distances in athletics." Geodetski vestnik 58, no. 02 (2014): 243–53. http://dx.doi.org/10.15292/geodetski-vestnik.2014.02.243-253.

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Navratil, G., E. Heer, and J. Hahn. "TREATMENT OF GEODETIC SURVEY DATA AS FUZZY VECTORS." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XL-3/W3 (August 19, 2015): 29–33. http://dx.doi.org/10.5194/isprsarchives-xl-3-w3-29-2015.

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Geodetic survey data are typically analysed using the assumption that measurement errors can be modelled as noise. The least squares method models noise with the normal distribution and is based on the assumption that it selects measurements with the highest probability value (Ghilani, 2010, p. 179f). There are environment situations where no clear maximum for a measurement can be detected. This can happen, for example, if surveys take place in foggy conditions causing diffusion of light signals. This presents a problem for automated systems because the standard assumption of the least squares method does not hold. A measurement system trying to return a crisp value will produce an arbitrary value that lies within the area of maximum value. However repeating the measurement is unlikely to create a value following a normal distribution, which happens if measurement errors can be modelled as noise. In this article we describe a laboratory experiment that reproduces conditions similar to a foggy situation and present measurement data gathered from this setup. Furthermore we propose methods based on fuzzy set theory to evaluate the data from our measurement.
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Brzeziński, Aleksander, Marcin Barlik, Ewa Andrasik, Waldemar Izdebski, Michał Kruczyk, Tomasz Liwosz, Tomasz Olszak, et al. "Geodetic and Geodynamic Studies at Department of Geodesy and Geodetic Astronomy Wut." Reports on Geodesy and Geoinformatics 100, no. 1 (June 1, 2016): 165–200. http://dx.doi.org/10.1515/rgg-2016-0013.

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Abstract The article presents current issues and research work conducted in the Department of Geodesy and Geodetic Astronomy at the Faculty of Geodesy and Cartography at Warsaw University of Technology. It contains the most important directions of research in the fields of physical geodesy, satellite measurement techniques, GNSS meteorology, geodynamic studies, electronic measurement techniques and terrain information systems.
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Dissertations / Theses on the topic "Geodetic measurement"

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Sauber, Jeanne. "Geodetic measurement of deformation in California." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/58228.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Earth, Atmospheric, and Planetary Sciences, 1989.
Includes bibliographical references (leaves 201-219).
by Jeanne Marie Sauber.
Ph.D.
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Larsen, Shawn. "Geodetic measurement of deformation in southern California /." Diss., Pasadena, Calif. : California Institute of Technology, 1991. http://resolver.caltech.edu/CaltechETD:etd-03102008-095117.

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Feigl, Kurt Lewis. "Geodetic measurement of tectonic deformation in central California." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/52948.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Earth, Atmospheric, and Planetary Sciences, 1991.
Includes bibliographical references (p. 203-222).
by Kurt Lewis Feigl.
Ph.D.
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Lu, Shi-Jian. "The significance of atmospheric effects in electronic distance measurement." Thesis, University of Leeds, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.278369.

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Basker, Guy Ashbourne. "The determination of mean sea level using GPS." Thesis, University of Nottingham, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254467.

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Craigie, Dirk Hamish. "The development of a non-contact co-ordinate measurement machine." Master's thesis, University of Cape Town, 1996. http://hdl.handle.net/11427/17479.

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Bibliography: pages 113-117.
The Department of Surveying and Geodetic Engineering at the University of Cape Town, in conjunction with the Department of Mechanical Engineering at the University of Cape Town have developed a non-contact co-ordinate measurement machine in a project called MILIMAP. The project had the following objectives : 1. To determine unique surface co-ordinates for continuous, complex objects with submillimetre accuracy. 2. The representation of the co-ordinates was to be in a format that could be utilised by a computer numerically controlled (CNC) milling machine in a computer aided design/ computer aided manufacture (CADCAM) environment. 3. The device had to use a non-contact method for data capture. The MILIMAP project was undertaken because there is a demand for co-ordinate measurement machines in industry for the inspection of objects for quality control purposes. Conventional Co-ordinate Measurement Machines (CMMs) are expensive and use a contact probe to measure the object. The contact probe measurement technique is unsuitable for the measurement of non-rigid objects such as shoes and automobile seat padding. The MILIMAP system provides a noncontact measurement technique that can be applied to non-rigid as well as rigid objects. Additional applications in the archaeological field exist for the non-contact measurement of sensitive, historical artefacts. A digital photogrammetric system was developed to measure the position of a laser dot projected onto the surface of the measurement object. This measurement system satisfied the criteria of a non-contact measurement method required for the project. The system utilised three digital CCD cameras to capture images of the laser dot projected onto the object. Image processing software, developed from existing software within the Department of Surveying and Geodetic Engineering, was used to photogrammetrically determine the co-ordinates of the laser dot to sub-millimetre accuracy on the surface of the object. A mechanical device was designed and constructed by the Department of Mechanical Engineering in order to move the laser over the surface of the object, and to rotate the object. The entire surface of the object could be measured by the system using these operations.
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Bručas, Domantas. "Development and research of the test bench for the angle calibration of geodetic instruments." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2008. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2008~D_20080620_092300-91259.

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The main idea of current PhD thesis is an accuracy analysis of testing and calibration of geodetic instruments. The object of investigation is an analysis of means and methods for testing and calibration of geodetic instruments for plane angle measurement, development of such calibration equipment, its accuracy investigation and the research of its accuracy increasing possibilities. These objects are important for successful testing or calibration of geodetic instruments for angle measuring which is essential in ensuring the precision of measurements taken in surveying, construction, mechanical engineering, etc. There are several main goals of the presented work. First one is an analysis of the angle measuring methods and devices suitable for the testing and calibration of geodetic instruments, according to the results of the mentioned analysis the second task can be formulated – creation of a multi-reference plane angle testing and calibration equipment at Institute of Geodesy, Vilnius Gediminas Technical University and investigate the parameters of its accuracy. The third task is to investigate the accuracy increasing possibilities of the equipment, and implementation some of them into the practice. The thesis consists of four chapters, introduction, conclusions, list of references and appendixes. Introduction is dedicated for an introduction to the problem and its topicality. There are also formulated purposes and tasks of the work; the used methods and novelty of... [to full text]
Disertacijoje nagrinėjamos geodezinių kampus matuojančių prietaisų patikros bei kalibravimo metodai bei priemonės. Pagrindinis tyrimo objektas yra geodezinių prietaisų tikslumo parametrų matavimo būdų ir priemonių analizė, kalibravimo įrenginio kūrimas, jo tikslumo charakteristikų tyrimas bei įrenginio tobulinimas. Šie objektai yra svarbūs vykdant geodezinių prietaisų kalibravimą, kas savo ruožtu yra labai svarbu užtikrinant reikiamą šių prietaisų matavimų tikslumą geodezijoje, statybose, mašinų gamyboje ir t. t. Pagrindinis disertacijos tikslas – geodezinių kampų matavimo prietaisų kalibravimo galimybių analizė ir sukurto kalibravimo įrenginio tikslumo para¬metrų tyrimas. Darbe sprendžiami keli pagrindiniai uždaviniai: plokščiųjų kampų mata¬vimo metodų bei įrenginių, tinkamų geodeziniams prietaisams kalibruoti, analizė; daugiaetalonio kampų kalibravimo stendo kūrimas Vilniaus Gedimino technikos universiteto Geodezijos institute bei jo tikslumo charakteristikų tyri¬mas; stendo tikslumo didinimo galimybių bei priemonių tyrimas, ir apskri¬timinių skalių kalibravimo būdų tobulinimas. Disertaciją sudaro šeši skyriai, įvadas, išvados, literatūros sąrašas bei priedai. Įvade nagrinėjamas problemos aktualumas, formuluojamas darbo tikslas bei uždaviniai, aprašomas mokslinis darbo naujumas, pristatomi autoriaus pranešimai ir publikacijos, disertacijos struktūra. Pirmasis skyrius skirtas labiausiai paplitusių plokščiųjų kampų matavimo būdų bei priemonių tinkamų geodeziniams prietaisams... [toliau žr. visą tekstą]
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Popovas, Darius. "The Assesment Of The Celestial Body Influence On The Geodetic Measurements." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2012. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20120112_100006-03986.

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The research work presents the carried out investigations on the effect of the celestial bodies on the gravity field elements and the analysis was made on the Moon’s and Sun’s effect on the geodetic measurements. The results of the research are advised to be implemented for the assessment of the effect of the celestial bodies regarding the geodetic, measurements as well as when selecting the surfaces of the Earth and geoid and the system of gravity. The dissertation consists of introduction, four chapters and the summation of the results. The introduction depicts the topicality of the chosen research, determining the relevance of the investigated issue. There are described the objective of the work as well as the tasks, there is revealed the scientific novelty of the work ant etc. Chapter one deals with the review of the scientific literature. The chapter also presents the analysis of the available methods of the assessment of the Earth’s tides and their accuracies. The scientific literature was analysed extensively in terms of the effect of the celestial bodies on the Earth’s gravity field and on the issues of the geodetic measurements. The problems were indicated concerning the assessment of the effect of the celestial bodies and the tasks were specified for the research work to be investigated. Chapter 2 deals with the theoretical research. The author presents the analysis of the effect of the members of the series of the tide potential caused by the celestial bodies on... [to full text]
Disertacijoje pateikti dangaus kūnų įtakos sunkio lauko elementams tyrimai ir nagrinėjamas Mėnulio ir Saulės poveikis geodeziniams matavimams. Pagrindinis disertacijos tikslas – ištirti ir įvertinti dangaus kūnų poveikį sunkio lauko elementams ir patobulinti dangaus kūnų poveikio geodeziniams matavimams įvertinimo metodikas. Atlikto darbo rezultatus galima panaudoti vertinant dangaus kūnų poveikį geodeziniams, gravimetriniams ir geodezinės astronomijos matavimams, taip pat pasirenkant Žemės ir geoido paviršius bei sunkio sistemą, dangaus kūnų poveikio įvertinimo atžvilgiu. Disertaciją sudaro įvadas, keturi skyriai ir rezultatų apibendrinimas. Įvadiniame skyriuje pagrindžiama tiriamoji problema, apibrėžiamas problemos aktualumas, formuluojamas darbo tikslas bei uždaviniai, aprašomas mokslinis darbo naujumas, pateikiami ginamieji disertacijos teiginiai pristatomos autoriaus publikacijos ir pranešimai konferencijose, aprašoma disertacijos struktūra. Pirmasis skyrius skirtas literatūros analizei. Jame nagrinėjami esami Žemės potvynių įvertinimo metodai ir jų tikslumas. Išanalizuota mokslinė literatūra dangaus kūnų poveikio Žemės sunkio laukui ir geodeziniams matavimams klausimais. Identifikuotos problemos dangaus kūnų poveikio vertinime ir suformuluoti uždaviniai, kuriuos disertaciniame darbe tikslinga išspręsti. Antrajame disertacijos skyriuje pateiktas teorinis tyrimas. Nagrinėjamas dangaus kūno lemiamo potvynio potencialo eilutės narių poveikis sunkio lauko elementams:... [toliau žr. visą tekstą]
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Gašparík, Michal. "Měření nerovností povrchů vozovek geodetickými metodami." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-390172.

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The issue of this diploma thesis is measurement of pavement roughness with an alternative means of data acquisition and evaluation by geodetic methods. In the beginning there is an overview of current state of actual roughness measurement methods. The main work is concerned with data acquisition with passive reflection of the laser rangefinder and laser scanner and standard deviations that arise in measuring on asphalt and concrete road surfaces. The aim of the work is to formulate the process of data acquisition, specification of standard deviations in the process of measuring, evaluation of pavement roughness according to ČSN 73 6175 standard, and their applicable graphic interpretation. Based on the analysis of accuracy of the methods applied, their usefulness is evaluated in comparison with the straightedge test.
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Gunár, Peter. "Geodetické činnosti při rekonstrukci povrchu dálnice D1." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-400153.

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The main goal of the diploma thesis is the description of geodetic and construction activities and work processes dealing with reconstruction of the D1 highway surface in the section Rosice – Brno. The thesis is focused within the sphere of engineering geodesy and address the issue of creation of point field, stake-out, control measurement and the measurement of real building execution documents. Used survey procedures are analyzed in the context of the standard deviation listed in the project documentation or ČSN. The geotetic documentation is compiled for the chosen measured data.
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Books on the topic "Geodetic measurement"

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Moose, Robert E. The National Geodetic Survey Gravity Network. Rockville, MD: U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Charting and Geodetic Services, 1987.

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Inertial navigation systems with geodetic applications. Berlin: Walter de Gruyter, 2001.

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Flechtner, Frank M. System Earth via Geodetic-Geophysical Space Techniques. Berlin, Heidelberg: Springer-Verlag Berlin Heidelberg, 2010.

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Kravchenko, Yuriy. Surveying. ru: INFRA-M Academic Publishing LLC., 2017. http://dx.doi.org/10.12737/textbook_5900a29b032774.83960082.

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The contents of the book corre-sponds to the curriculum of surveying for building schools. Including historical and general information about on geodesy, the basic principles of treatment results of geodetic measurements, information about topographic maps and plans and solutions the problems with their use, description of instruments and methods of measurement of angles, distances and excesses on the earth surface, information about horizontal and vertical geo-detic networks, methods for creat-ing and processing survey geodes-ic networks, types and methods of survey, a description of the meth-ods removal projects in nature, description of the geodetic works in prospecting, designing and con-struction of objects capital con-struction.
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Chelton, Dudley. WOCE/NASA Altimeter Algorithm Workshop: Oregon State University, Corvallis, Oregon, August 24-26, 1987. College Station, TX: U.S. Planning Office for WOCE, Department of Oceanography, Texas A&M University, 1988.

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Śledziński, Janusz. Research activities of the Institute of Higher Geodesy and Geodetical Astronomy. Warszawa: Wydawnictwa Politechniki Warszawskiej, 1989.

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Schrama, E. J. O. The role of orbit errors in processing of satellite altimeter data. Delft: Rijkscommissie voor geodesie, 1989.

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Geodetic measurement of deformation in California. Greenbelt, Md: National Aeronautics and Space Administration, Goddard Space Flight Center, 1989.

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Geodetic measurement of deformation in California. [Washington, DC: National Aeronautics and Space Administration, 1988.

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The geodetic survey of Canada. [Ottawa?: s.n., 1995.

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Book chapters on the topic "Geodetic measurement"

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Linkwitz, Klaus, and Wolfgang Möhlenbrink. "Navigational Methods of Measurement in Geodetic Surveying." In High Precision Navigation, 15–33. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-74585-0_2.

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Schröder, Dietrich. "Comparative Study of Inertial Measurement Systems for Geodetic Applications." In High Precision Navigation, 611–27. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-74585-0_44.

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Herring, Thomas A., and Michael R. Pearlman. "Future developments and synergism of space geodetic measurement techniques." In Contributions of Space Geodesy to Geodynamics: Technology, 21–25. Washington, D. C.: American Geophysical Union, 1993. http://dx.doi.org/10.1029/gd025p0021.

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Aebischer, Tullio. "The Measurement of the Geodetic Baselines Along the Via Appia Antica." In Angelo Secchi and Nineteenth Century Science, 201–14. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-58384-2_12.

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Bölcsvölgyi-Bán, Margit, and Dietrich Schröder. "An Observability Analysis of a GPS-Aided Geodetic Inertial Strapdown Measurement Unit." In Kinematic Systems in Geodesy, Surveying, and Remote Sensing, 37–46. New York, NY: Springer New York, 1991. http://dx.doi.org/10.1007/978-1-4612-3102-8_4.

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Sauber, Jeanne, Michael Lisowski, and Sean C. Solomon. "Geodetic Measurement of Deformation East of the San Andreas Fault in Central California." In Slow Deformation and Transmission of Stress in the Earth, 71–86. Washington, D. C.: American Geophysical Union, 2013. http://dx.doi.org/10.1029/gm049p0071.

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Sauber, Jeanne M., Thomas A. Clark, Lynda J. Bell, Michael Lisowski, Chopo Ma, and Douglas S. Caprette. "Geodetic measurement of static displacement associated with the 1987–1988 Gulf of Alaska earthquakes." In Contributions of Space Geodesy to Geodynamics: Crustal Dynamics, 233–48. Washington, D. C.: American Geophysical Union, 1993. http://dx.doi.org/10.1029/gd023p0233.

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König, Rolf, and Ignazio Ciufolini. "Measurement of Frame Dragging with Geodetic Satellites Based on Gravity Field Models from CHAMP, GRACE and Beyond." In Fundamental Theories of Physics, 453–65. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11500-5_14.

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Moser, Jana. "Saxony’s Role in the Measurement of the Central European Meridian Arc as an International Geodetic Project Since 1862." In Lecture Notes in Geoinformation and Cartography, 39–55. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-33317-0_3.

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Jokela, Jorma, Pasi Häkli, Jani Uusitalo, Jukka Piironen, and Markku Poutanen. "Control Measurements Between the Geodetic Observation Sites at Metsähovi." In Geodetic Reference Frames, 101–6. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_16.

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Conference papers on the topic "Geodetic measurement"

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Stanek, H., Martin Staudinger, and A. U. Frank. "Evaluation of geodetic measurement systems." In Optical 3D Measurement Techniques II: Applications in Inspection, Quality Control, and Robotics, edited by Armin Gruen and Heribert Kahmen. SPIE, 1994. http://dx.doi.org/10.1117/12.169867.

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Runge, Hartmut, Ulrich Balss, Steffen Suchandt, and Michael Eineder. "Tectonic Shift Measurement with Geodetic SAR Processing." In IGARSS 2019 - 2019 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2019. http://dx.doi.org/10.1109/igarss.2019.8900059.

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Janowski, Artur, Jakub Szulwic, and Patryk Ziolkowski. "Combined Method of Surface Flow Measurement Using Terrestrial Laser Scanning and Synchronous Photogrammetry." In 2017 Baltic Geodetic Congress (BGC Geomatics). IEEE, 2017. http://dx.doi.org/10.1109/bgc.geomatics.2017.54.

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Lomtadze, Aleksandre, and Rūta Puzienė. "TESTING ACCURACY OF HEIGHT USING A VARIETY OF GEODETIC DEVICES." In Conference for Junior Researchers „Science – Future of Lithuania“. VGTU Technika, 2018. http://dx.doi.org/10.3846/geo.2018.009.

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Abstract:
In this paper we compare these three methods for testing accuracy of height using a variety of geodetic devices. Each method and device used allows for some precision results. This article examines the extent to which the accuracy of measurements is obtained theoretically, by choosing different measurement methods and different devices, obtained in practice, after measurements, i.e. how many heights measured by different devices will differ from each other. The study of measurements results from the chosen geodetic mark using different geodetic instruments was performed. The following devices are available for testing: GPNS Trimble 5800, Trimble M3 electronic timer, Leica Scan Station C10 laser scanner.
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Moscicka, Albina, Krzysztof Pokonieczny, and Joanna Tomala. "Selection of Optimal Measurement Point Density in Travel Time Mapping: Warsaw Airport Case Study." In 2016 Baltic Geodetic Congress (BGC Geomatics). IEEE, 2016. http://dx.doi.org/10.1109/bgc.geomatics.2016.45.

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Fladrova, Hana. "ACCURACY MEASUREMENT DETERMINATION ON DIFFERENT DISTANCES USING GEODETIC NETWORK MEASUREMENT AND ADJUSTMENT." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/2.2/s09.004.

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Suk, Tomas. "EFFECT OF HORIZONTAL THERMAL GRADIENT ON GEODETIC MEASUREMENTS � MEASUREMENT AROUND THE BLAST FURNACE." In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/2.2/s09.095.

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D'Arco, Mauro, Umberto Tammaro, Giovanni Scarpato, and Michele Vadursi. "An online quality control system for GPS stations used for geodetic surveillance." In 2012 IEEE International Instrumentation and Measurement Technology Conference (I2MTC). IEEE, 2012. http://dx.doi.org/10.1109/i2mtc.2012.6229567.

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Stanaway, Richard, and John W. Noonan*. "Geodetic Measurement of Deformation Within the Papuan Fold and Thrust Belt." In International Conference and Exhibition, Melbourne, Australia 13-16 September 2015. Society of Exploration Geophysicists and American Association of Petroleum Geologists, 2015. http://dx.doi.org/10.1190/ice2015-2210749.

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Wan, Baoquan, Jianben Liu, Bo Tan, Xuan Zhang, Lei Gao, and Zhuohong Pan. "Exploration and Calculation of Very Fine Geodetic Model for DC Grounding Electrodes, Part I: Measurement and Computation." In 2021 IEEE 4th International Electrical and Energy Conference (CIEEC). IEEE, 2021. http://dx.doi.org/10.1109/cieec50170.2021.9510896.

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