Relevant bibliographies by topics / Geodetic leveling

Contents

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

Academic literature on the topic 'Geodetic leveling'

Author: Grafiati
Published: 28 May 2022

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Journal articles on the topic "Geodetic leveling"

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Burak, Kostyantyn O., and Kostiantyn Yarosh. "GEODESY, CARTOGRAPHY, AND AERIAL PHOTOGRAPHY." GEODESY, CARTOGRAPHY, AND AERIAL PHOTOGRAPHY 93,2021, no. 93 (2021): 85–93. http://dx.doi.org/10.23939/istcgcap2021.93.085.

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The purpose of this work is to show the prospects and the need to continue work in Ukraine on the creation of anti-aircraft systems and astronomical geodetic leveling (a combination of astronomical and high-precision geometric leveling), using GNSS and instruments that provide accurate measurements of deviations of the temple 0.1 geodynamic landfills and man-made, which create for the construction of a height foundation for the construction and operation of extremely important facilities. The method of achieving the goal is provided by theoretical studies of existing methods of astronomical an
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TREVOHO, I., A. DRBAL, E. ILKIV, and M. GALYARNYK. "Research of technical characteristics of wall leveling signs in the context of the ethymology of terms." Modern achievements of geodesic science and industry 41, no. I (2021): 55–60. http://dx.doi.org/10.33841/1819-1339-1-41-55-60.

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The aim is to clarify the etymology of the terms “wall leveling mark” and “wall leveling benchmark” in the context of the historical sequence of the appearance of leveling networks in the Ukrainian lands to present the author’s view on these definitions in scientific reference and encyclopedic geodetic literature. To conduct a chronological study of the phenomenon of leveling wall signs of different structures and the corresponding technologies of binding to them in leveling networks, which were created in the Ukrainian lands during the XIX–XXI centuries. Pay attention to the fact that level m
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Ustavich, Georgij A., Anton V. Nikonov, Ivan A. Mezentsev, and Elena A. Oleynikova. "IMPROVEMENT OF THE METHOD OF FAN-SHAPED TRIGONOMETRIC LEVELING." Vestnik SSUGT (Siberian State University of Geosystems and Technologies) 26, no. 6 (2021): 33–47. http://dx.doi.org/10.33764/2411-1759-2021-26-6-33-47.

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The article deals with the method of fan-shaped engineering and geodetic leveling carried out with the trigonometric method. The essence of this technique is to lay a leveling stroke in a trigonometric way with simultaneous leveling of several points at the station. The proposed method of engineering and geodetic leveling can be applied to determine the height position of buildings, installing embedded parts, verifying technological equipment, monitoring deformation processes, as well as ensuring the installation and operation of crane tracks of overhead cranes. The implementation of this tech
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Mozzhukhin, O. A. "Refraction in bilateral trigonometric leveling. Defi nition of corrections." Geodesy and Cartography 934, no. 4 (2018): 8–13. http://dx.doi.org/10.22389/0016-7126-2018-934-4-8-13.

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The practical application of bilateral trigonometric leveling in geodetic measurements is limited by the effect of atmospheric refraction. If this effect is eliminated, the accuracy of bilateral measurements can be comparable to the results of precise geometric leveling. By applying the similarity and modeling method to the problem of accounting for refraction in leveling and also taking into account the conditions of interaction of the optical beam with the physical processes taking place in the surface layer, these limitations can be minimized. The solution of the problem of determining corr
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Shevshenko, G. G. "Using search methods for leveling and assessing the accuracy of elementary geodetic constructions." Geodesy and Cartography 952, no. 10 (2019): 10–20. http://dx.doi.org/10.22389/0016-7126-2019-952-10-10-20.

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The author provides information about the search methods of adjustment and assessment of the elementary geodetic constructions accuracy on the example of a geodesic triangle under various initial conditions. An algorithm for combining Powell and DSC search methods used to solve the problem posed in the article is given. To equalize the geodesic constructions under consideration by the search method, a program for finding the minimum of the objective function is made, it implements the algorithm described in the article. This program works in the Microsoft Excel format as a macro recorded in th
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NALIVAYKO, Tar, Tet NALIVAYKO, and D. KAZACHENKO. "Rationale for a geodesic monitoring system using a variable length rail." Modern achievements of geodesic science and industry 41, no. I (2021): 68–73. http://dx.doi.org/10.33841/1819-1339-1-41-68-73.

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The purpose of improvement of the accepted geodetic decisions concerning the program of geodetic monitoring of highrise buildings of a difficult design taking into account conditions of the increased danger of a construction site Method. Execution of geodetic observations of subsidence of a multi-storey building under the condition of joint use of invar rail and rail of variable length according to the leveling program of the first class. Comparative observations of the displacement of the structure using a high-precision optical theodolite and an electronic total station. Results. Improved me
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Seksembaev, Serik, Natalia Kobeleva, and Anton Nikonov. "ESPECIALLY GEODETIC MONITORING WHEN SURVEILLANCE OF BUILDINGS AND CONSTRUCTIONS OF ENERGY FACILITIES DURING THE CONSTRUCTION PERIOD." Interexpo GEO-Siberia 1, no. 2 (2019): 39–47. http://dx.doi.org/10.33764/2618-981x-2019-1-2-39-47.

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Observations of the precipitation of buildings and structures of industrial enterprises are part of geodetic monitoring, which is carried out both during the construction of the facility and during the operational period. Systematic geodetic measurements in the framework of monitoring is of great importance to ensure the safe operation of the engineering facility and in some cases can pre-vent man-made accidents, environmental disasters. The article presents the results of determining the absolute values of sediment foundations of buildings, structures and equipment of one of the thermal power
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Craymer, Michael R., Petr Vaníček, and Robert O. Castle. "Estimation of rod scale errors in geodetic leveling." Journal of Geophysical Research: Solid Earth 100, B8 (1995): 15129–45. http://dx.doi.org/10.1029/95jb00614.

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I.S., Trevoho, and Tsyupak I.M. "Prospects of Metrological Provision Linear Geodetic of Measurements on the Geodetic Test Field." Reports on Geodesy and Geoinformatics 94, no. 1 (2013): 56–63. http://dx.doi.org/10.2478/rgg-2013-0007.

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Abstract This paper gives brief information on existing metrological support for the Yavoriv of scientific of the geodetic of test field (SGTF) for testing of modern of surveying equipment (rangefinders, electronic total stations and GNSS receivers). Analyzed ways to improve the fundamental geodetic network and the standard linear of basis, as working standards for testing, in accordance, GNSS receivers and a rangefinders, as well as for study an accuracy technology of GNSS leveling.
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Stiros, S., P. Triantafillides, and A. Chasapis. "GEODETIC EVIDENCE FOR ACTIVE UPLIFT OF THE OLYMBUS MT, GREECE." Bulletin of the Geological Society of Greece 36, no. 4 (2004): 1697. http://dx.doi.org/10.12681/bgsg.16577.

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Repeated leveling data collected between 1964-1989 along a traverse crossing the Tempi Valley and the Olymbus Mt (Greece) domai uplift testify to a small, though significant (4-21 ±1.2- 4.7mm) bulging of the central part of the traverse relative to its edges. In combination with coastal observations indicating land uplift at the eastern part of the traverse, as well as with structural and engineering geology observations excluding the possibility the overall pattern of observed displacements to reflect local instability effects, leveling data probably indicate a small amplitude domai uplift. T
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Dissertations / Theses on the topic "Geodetic leveling"

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Milbert, Dennis G. "Treatment of geodetic leveling in the integrated geodesy approach /." The Ohio State University, 1988. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487594970652341.

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Kováč, Michal. "Geodetické měření posunů a deformací mostu "Gagarin"." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226358.

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The content of this master´s thesis is a geodetic measuring of movements and deformations of skeleton and underwork of „Gagarin“ railway bridge during the seventh period and processing of the data got. This was done by comparison of the movements according to the fifth and sixth period. The work includes also the calibration of appliance used. The results involve figures of the movements with their graphic interpretation and calibration sheets of the appliance.
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Davison, M. "Refraction effects in precise surveying measurements." Thesis, University of Nottingham, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.378767.

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Suchánková, Tereza. "Geodetické činnosti při rekonstrukci vozovky v ulici Otakara Ševčíka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-414318.

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The subject of this diploma thesis is a description of complex surveying activities during the reconstruction of the road in Otakara Ševčíka Street in cadastral area Židenice. This work describes connection of the points to the coordinate system S-JTSK and to the height system Bpv. Geodetic documentation is made for individual measurements and laying out. Next is the analysis of measurement accuracy and comparison of achieved values with deviations specified in the relevant ČSN.
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Czíria, Kornél. "Měření posunů a přetvoření mostu Gagarin." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-390178.

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The work deals with a complex analysis of displacements and deformations of one bridge span of the railway bridge "Gagarin". The bridge structure was since 2009 annually measured. In addition to long-term monitoring of the bridge a 24-hour automatized monitoring was conducted in 2015 using robotic total station. The results of monitoring enables the analysis of displacements and deformations, analysis of measurement accuracy and also environmental influences on the structure - determination of the temperature dependence of deformations. Another part of the work is evaluating the long-term stab
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Dalheimer, Jan. "Transformation av geodetiska höjdnät med flygburen laserskanning : En inledande genomförbarhetsstudie." Thesis, Högskolan i Gävle, Samhällsbyggnad, GIS, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-27775.

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När kraven på mätosäkerhet är hög vid geodetiska mätningar behövs geodetiska referenssystem realiserade av geodetiska nät av hög kvalitet. Etableringen och transformation till överordnade referenssystem i höjd av dessa nät genomförs idag ofta med terrestra metoder som avvägning, vilket är ett noggrant men tidskrävande arbete. Det finns flera försök att använda sig av andra metoder såsom GNSS, men en möjlighet skulle även vara att använda punktmoln från flygburen laserskanning. Detta arbetes syfte är att undersöka om punktmoln kan användas till transformation av ett geodetiskt höjdnät i Sandvik
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Faisal, Ali Ali, and David Wennberg. "Etablering av ett nytt höjdnät i RH 2000 vid Högskolan i Gävle." Thesis, Högskolan i Gävle, Samhällsbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-35139.

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RH 2000 är Sveriges nationella höjdsystem och det bygger på den tredje precisionsvägningen som genomfördes i Sverige mellan 1979 och 2003. Nätet för RH 2000 har en starkare geometri och är mer homogent än vid de tidigare två precisionsavvägningarna och höjdnäten (RH 00, RH 70). Under de senaste 14 åren har mycket arbete lagts ned på att få kommuner, myndigheter och andra samhällsaktörer att byta till RH 2000, detta för att få enhetlighet och främja datautbyte. Nu har de flesta aktörer anslutit sig till det nya nätet, men det finns fortfarande de som använder de äldre r
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Oliveira, Marcos Almir de. "Compatibilização de dados, em diferentes referenciais, para atualização cartográfica: estudo de caso na SABESP." Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-11072007-193350/.

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Um dos propósitos deste trabalho foi apresentar a metodologia envolvida na estimação de parâmetros de transformação entre dois Sistemas Geodésicos, em função da implantação do Sistema de Informações Geográficas no Saneamento (SIGNOS) pela SABESP. Este estudo foi desenvolvido no Município de São Paulo, onde foram calculados parâmetros de transformação entre os Sistemas SAD-69 (South American Datum 1969) e Córrego Alegre. Os parâmetros obtidos neste estudo foram comparados com os parâmetros disponíveis atualmente. Outro estudo, deste trabalho, é a proposta para compatibilização do sistema altimé
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Nunes, Vagner Conceição. "Testes sobre a eficiência do modelo do geopotencial EGM2008 na cidade de Porto Alegre." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2010. http://hdl.handle.net/10183/26992.

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Este estudo apresenta o teste da eficiência do Earth Global Model 2008 (EGM2008) na geração de um modelo geoidal local, através da compatiblização com a ondulação obtida por posicionamento GPS (Global Positioning System) em 63 Referências de Nível (RN’s) localizadas no município de Porto Alegre, Rio Grande do Sul. O objetivo geral da dissertação foi analisar a exatidão do modelo geoidal gerado a partir dos coeficientes do modelo geopotencial EGM2008 para nivelamento por GPS no município de Porto Alegre e os objetivos específicos foram: a avaliação do modelo na região de Porto Alegre, a compara
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Jurčík, Josef. "Užití astronomické nivelace pro vytváření modelů kvazigeoidu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225611.

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My master´s thesis deals with use of astronomical levelling for creation of quasigeoid models. The basic input dates are componets of astronomical-geodetic deflections of the vertical in points, which are determined on AGNES and VEVEŘÍ nets. The dates are adjust for determination of relative quasigeoid. In literature [4], there is simplified solution for adjustment of this dates. The thesis looks for the most comprehensive solutions of adjustment without simplification. The solutions are compared.
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Books on the topic "Geodetic leveling"

1

Milbert, Dennis G. Treatment of geodetic leveling in the integrated geodesy approach. Dept. of Geodetic Science and Surveying, Ohio State University, 1988.

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Zilkoski, David B. Subsidence in the vicinity of New Orleans as indicated by analysis of geodetic leveling data. U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Charting and Geodetic Services, 1986.

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Zilkoski, David B. Subsidence in the vicinity of New Orleans as indicated by analysis of geodetic leveling data. U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Charting and Geodetic Services, 1986.

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Zilkoski, David B. Subsidence in the vicinity of New Orleans as indicated by analysis of geodetic leveling data. U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Charting and Geodetic Services, 1986.

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5

Chrzanowski, Adam. Implementation of trigonometric height traversing in geodetic levelling of high precision. University of New Brunswick, Dept. of Surveying Engineering, 1989.

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Kharaghani, Gholam A. Propagation of refraction errors in trigonometric height traversing and geodetic levelling. Dept. of Surveying Engineering, University of New Brunswick, 1987.

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Kelly, Kevin Michael. Weight estimation in geodetic levelling using variance components derived from analysis of variance. National Library of Canada = Bibliothèque nationale du Canada, 1991.

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Geodetic leveling data used to define historical height changes between Tonopah Junction and Las Vegas, Nevada. U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

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Book chapters on the topic "Geodetic leveling"

1

Wei, Ziqing. "GPS Gravity-potential Leveling." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_43.

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Fei, Z. L., and M. G. Sideris. "GPS Leveling and the Second Geodetic Boundary Value Problem." In Gravity, Geoid and Geodynamics 2000. Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/978-3-662-04827-6_57.

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Stein, Ross S. "Discrimination of Tectonic Displacement from Slope-Dependent Errors in Geodetic Leveling from Southern California, 1953-1979." In Maurice Ewing Series. American Geophysical Union, 2013. http://dx.doi.org/10.1029/me004p0441.

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Sansò, Fernando, Mirko Reguzzoni, and Riccardo Barzaghi. "The Relation Between Levelling, Geodetic and Other Unholonomic Heights." In Geodetic Heights. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10454-2_6.

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Crespo, Jose. "Levelings and Geodesic Reconstructions." In Lecture Notes in Computer Science. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-03613-2_8.

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Flury, Jakob, Christian Gerlach, Christian Hirt, and Uwe Schirmer. "Heights in the Bavarian Alps: Mutual Validation of GPS, Levelling, Gravimetric and Astrogeodetic Quasigeoids." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_47.

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"geodetic leveling." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_70580.

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Kubrak, Olena, Andrij Balian, and Oksana Serant. "ENGINEERING AND GEODESIC RESEARCH OF VERTICAL DISPLACEMENTS OF BUILDINGS AND STRUCTURES ON THE TERRITORY OF PIDHORETSKYI MONASTERY." In Priority areas for development of scientific research: domestic and foreign experience. Publishing House “Baltija Publishing”, 2021. http://dx.doi.org/10.30525/978-9934-26-049-0-32.

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The aim of the study is to observe the dynamics of soil movement and deformation of the complex of buildings and structures in the Pidhoretskyi monastery on the basis of geodetic measurements in complex engineering and geological conditions in the protected area, as well as permanent monitoring of vertical displacements for analysis and further recommendations for concerning safe operation of engineering constructions. Due to significant landslides on the slopes of the terrace, the buildings and structures of the Pidhoretskyi monastery are in a state of emergency. To save the architectural monument of the 18th century, which is located on the territory of Plisnetskyi reserve, a reference geodetic planned-height network (proving ground) has been created, which allows to determine the magnitude and direction of soil landslides; to determine the deformation of buildings and structures; to determine the amount of subsidence of structures as well as monitoring these processes. The support network consists of 2 planned-height (source) soil geodetic points for control of six stationary observation stations, 4 of which are located on one top of the mountain slope, and 2 are on the other. The height basis is created by leveling of the II class. Planned-height network consists of eight lines: some are designed and laid parallel to the church buildings, others are directed towards the ravines to determine the dynamics of their movement. A total of 87 reinforcing marks for linear - angular observations are laid. To observe the deformations of buildings and structures, 35 external wall signs (benchmarks) were laid in the foundations of the buildings, 20 were laid in the retaining wall and 22 internal signs (dowels) were laid in the stone floor of the church. The total number of all wall signs are 77. We proposed the manufacture of polymer poles on the ground from the polymer pipes, with which we fixed all points of the planned height network. The convenience of their use is due to the fact that they meet the requirements of the instructions and they can be used in the territories of cultural heritage sites of national importance, without violating the Law of Ukraine. Centers can be made from improvised materials quickly and conveniently; their cost is quite low; ease and forced centering of devices and reflectors above the signs eliminates centering errors. Research methods. Geometric leveling of the second class with Ni-002 level and observation of displacements in the targets was performed at the proving ground. Research results. For the first time on the territory of Pidhoretskyi monastery a stationary geodetic proving ground was created for permanent observations of soil movements, deformations of buildings and structures. The points of the proving ground are laid down by the proposed types of centers. On the basis of geodetic observations, uneven and uniform subsidence of the marks of the studied buildings and structures, displacement of points of alignment were determined; maps of vertical movements of the earth's surface of the territory of the Pidhoretskyi monastery were created.
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"Levelling." In Plane and Geodetic Surveying. CRC Press, 2014. http://dx.doi.org/10.1201/b16960-11.

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"Levelling." In Plane and Geodetic Surveying. CRC Press, 2004. http://dx.doi.org/10.4324/9780203630464-13.

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Conference papers on the topic "Geodetic leveling"

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Birvydienė, Rosita, Algirdas Butkus, Arūnas Būga, et al. "Final Results of Establishment of the Geodetic Vertical Second Order Network of Lithuania." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.166.

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The methodology of all kinds of geodetic measurements of the Geodetic Vertical Second Order Network, the information on the observation data received and main results of the accuracy estimation and adjustment of the network are presented. In 2006 the development of the Geodetic Vertical First Order Network of Lithuania was completed. It was the basis to adopt the Height System of Lithuania (LAS07). The densification of the Geodetic Vertical First Order Network started in 2010 by development of the Geodetic Vertical Second Order Network. The Second Order Network consists of 74 levelling lines,
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Chimitdorzhiev, Tumen, Pavel Dagurov, Michail Bykov, Aleksey Dmitriev, and Irina Kirbizhekova. "Frost heave estimation of marshy soil by ALOS PALSAR interferometry and geodetic leveling, case study from the Baikal Lake region." In IGARSS 2016 - 2016 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2016. http://dx.doi.org/10.1109/igarss.2016.7730378.

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Sadiq, Muhammad, Zulfiqar Ahmad, and Muhammad Ayub. "A Comparative Study of Different Geodetic Boundary Value Solutions for Geoid with reference to its Calibration Using GPS/Leveling Data." In 2007 International Bhurban Conference on Applied Sciences & Technology. IEEE, 2007. http://dx.doi.org/10.1109/ibcast.2007.4379914.

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Kostelecky, Jakub. "MONITORING OF LOCAL VERTICAL MOVEMENTS AT GEODETIC STATION BY REPEATED LEVELLING." In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/2.2/s09.112.

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Wyszkowska, Patrycja, and Robert Duchnowski. "Subjective Breakdown Points of R-estimators Applied in Deformation Analysis." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.250.

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This paper presents practical aspect of the breakdown point theory in deformation analysis by applying R-estimators. The main aim of the paper is to determine impact of the probability of positive (or negative) gross errors and the number of such errors on the value of breakdown point of the estimates applied. Authors consider two types of networks: a levelling network and a horizontal one. Calculations are made for two cases, namely when observations are affected by gross errors in both measurement epochs or only in the second epoch. The main results are based on the Monte Carlo method, which
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Mrówczynska, Maria, and Jacek Sztubecki. "Prediction of Vertical Displacements in Civil Structures Using Artificial Neural Networks." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.220.

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This article attempts to analyse and predict vertical displacements of measurement-and- control network points located on civil structures founded on expansive soils, using artificial neural networks. Geodetic monitoring of civil structures consists in regular measurements of control point networks and interpretation of results. The obtained values of displacement provide sets of significant data which enable determination of the influence of changes in groundwater conditions of the subsoil on the deformation processes occurring in structures founded on it. Using such data sets, it is possible
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Reports on the topic "Geodetic leveling"

1

Gilmore, T. D. Geodetic leveling data used to define historical height changes between Tonopah Junction and Las Vegas, Nevada. Office of Scientific and Technical Information (OSTI), 1992. http://dx.doi.org/10.2172/140359.

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