Relevant bibliographies by topics / Geodetic work

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

Academic literature on the topic 'Geodetic work'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Geodetic work"

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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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Kovalenko, L., and V. Yemets. "ENGINEERING AND GEODESIC WORKS AND EXECUTIVE SURVEY INSTALLATION OF BRIDGE STRUCTURES." Municipal economy of cities 1, no. 161 (March 26, 2021): 124–28. http://dx.doi.org/10.33042/2522-1809-2021-1-161-124-128.

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Modern construction of bridge crossings is impossible without engineering and geodetic works. When transferring a project to the terrain, it is necessary to perform measurements in the horizontal and vertical planes with high accuracy. Geodetic works, to secure the design position and dimensions of both the entire sporida and its surrounding parts, to be carried out by procrastination before the construction of the bridge. Geodetic work during the construction of bridges and other structures is a complex of measurements, calculations and constructions on the ground, in which the design placement of structures must be ensured. The purpose of the article is to consider engineering and geodetic works during the construction of a bridge as part of a combined bridge crossing. At the stages of the construction of the bridge, the accuracy of the project is required, which will ensure geodesic work. These include: the breakdown of bridge supports at different stages of their construction, control of the erection of the superstructure and its installation on the support parts. To perform geodetic works such equipment as an electronic total station "Sokkia 630" and a digital level of the brand "Trimble DiNi" were used. The coordinates of the benchmarks were obtained and entered into the plan of the area. To work with them, anchors were driven into the asphalt and soil, photographed and entered into the documentation. On the pillars of the bridge were glued marks for the notch of the device, with a reflective effect. The data of coordinates and heights were entered into the memory of the total station. The method and procedure for geodetic works during the installation of bridge spans depend on their design and materials. At present, the most common methods of superstructures erection include hinged and semi-hinged assembly, assembly on the slipway, assembly on the shore with subsequent thrusting. When installing superstructures, the main tasks of geodetic support are to determine the straightness of the main beams and measure the so-called building lift. In the practice of bridge building, the degree of use of industrial construction methods is growing, that is, the manufacture of individual structural blocks with their subsequent connection at a regular place, which contributes to an increase in labor productivity and the quality of bridges.
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Kubo, Yoshio, and Minoru Sasaki. "Geodetic work by using Satellite Laser Ranging and the Japanese Geodetic Satellite“AJISAI”." Journal of the Japan society of photogrammetry and remote sensing 26, Special1 (1987): 49–60. http://dx.doi.org/10.4287/jsprs.26.special1_49.

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Lösler, Michael, Cornelia Eschelbach, and Stefan Riepl. "A modified approach for automated reference point determination of SLR and VLBI telescopes." tm - Technisches Messen 85, no. 10 (October 25, 2018): 616–26. http://dx.doi.org/10.1515/teme-2018-0053.

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AbstractThe International Terrestrial Reference Frame (ITRF) is derived by combining several space geodetic techniques. Basically, a meaningful combination of the geodesic space techniques is impossible without further geometrical information, i. e. local-ties. Local-tie vectors are defined between the geometrical reference points of space geodetic techniques at co-location stations. These local-ties are introduced during the inter-technique combination process, to overcome the weak physical connection between the space geodetic techniques. In particular, the determination of the reference point of radio telescopes or laser telescopes is a challenging task and requires indirect methods. Moreover, the Global Geodetic Observing System (GGOS) strives for an automated and continued reference point determination with sub-millimeter accuracy, because deviations in local-ties bias global results.This investigation presents a modified approach for automated reference point determination. The new approach extends the prior work of Lösler but evades the synchronization between the terrestrial instrument and the telescope. Thus, synchronization errors are omitted and the technical effort is reduced. A proof of concept was carried out at Geodetic Observatory Wettzell in 2018. Using a high-precision, mobile laser-tracker, the reference point of the Satellite Observing System Wettzell (SOS-W) was derived. An extended version of the in-house developed software package HEIMDALL was employed for a mostly automated data collection. To evaluate the estimated reference point, the derived results are compared with the results of two approved models.
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Kuznecov, Sergei M., Alexey V. Dubrovsky, and Olesya I. Malygina. "ON THE ISSUE OF TECHNICAL REGULATION IN THE FIELD OF GEODESY, CARTOGRAPHY AND SPATIAL DATA." Interexpo GEO-Siberia 3, no. 2 (July 8, 2020): 3–11. http://dx.doi.org/10.33764/2618-981x-2020-3-2-3-11.

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The article deals with the Normative and technical support of cartographic and geodetic works and mandatory and voluntary requirements. A significant amount of technical requirements in the field of geodesy and cartography contain normative legal acts and normative and technical documents that establish norms and rules for performing geodetic and cartographic work, requirements for final products. In retrospect, these requirements were established as mandatory, including documents included in the system of geodetic and cartographic instructions, norms and rules.
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Afonin, Konstantin, and Yulia Trifonova. "DETERMINATION OF GEODESIC LATITUDE BY SPATIAL RIGHT-MUGAL COORDINATES BY USING A DIFFERENTIAL AMENDMENT." Interexpo GEO-Siberia 1, no. 2 (2019): 3–8. http://dx.doi.org/10.33764/2618-981x-2019-1-2-3-8.

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GNSS technologies are currently essential for coordinate support of territories. However, theymakeit possible to obtain spatial rectangular coordinates of the points being determined. While most users need the flat rectangular coordinates of Gauss – Kruger. And these coordinates can be calculated only by geodetic latitudes and longitudes. The special literature describes more than a dozen methods for calculating the geodetic latitude in spatial rectangular coordinates. To solve this problem, usually use any iterative or non-iterative methods. Both those and others have their ad-vantages and disadvantages. In the work applied the third way to solve the problem. It is proposed to calculate and use the differential correction to the initial (approximate) value of the geodesic lati-tude. Received working formulas that implement this idea. A numerical example is given showing the possibility of practical application oftheproposedmethod.
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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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Ovchinnikova, N. G., and D. A. Medvedkov. "The legal framework for geodetic support of cadastre work." Economy and ecology of territorial educations 4, no. 1 (2020): 66–76. http://dx.doi.org/10.23947/2413-1474-2020-4-1-66-76.

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Stopková, Eva. "Geodetic work at the archaeological site Tell el-Retaba." Geoinformatics FCE CTU 17, no. 2 (August 23, 2018): 65–80. http://dx.doi.org/10.14311/gi.17.2.4.

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The paper summarizes the geodetic contribution for the Slovak team within the joint Polish-Slovak archaeological mission at Tell el-Retaba in Egypt. Surveying work at archaeological excavations is usually influenced by somewhat specific subject of study and extreme conditions, especially at the missions in the developing countries. The case study describes spatial data development according to the archaeological conventions in order to document spatial relationships between the objects in excavated trenches. The long-term sustainability of surveying work at the site has been ensured by detailed metadata recording. Except the trench mapping, Digital Elevation Model has been calculated for the study area and for the north-eastern part of the site, with promising preliminary results for further detection and modelling of archaeological structures. In general, topographic mapping together with modern technologies like Photogrammetry, Satellite Imagery, and Remote Sensing provide valuable data sources for spatial and statistical modelling of the sites; and the results offer a different perspective for the archaeological research.
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Liew, Jeng U., Ami Hassan Md Din, Khairulnizam M Idris, Mohammad Hanif Hamden, Nur Adilla Zulkifli, and Andy Mohd Hairy Ansar. "A New Redefinition of Geodetic and Plane Coordinates on UTM Geodetic Markers." Built Environment Journal 17, no. 3 (December 29, 2020): 9. http://dx.doi.org/10.24191/bej.v17isi.11741.

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The entire Peninsular Malaysia is situated on Sunda Tectonic Plate, which is subjected to motion at a prominent rate. All the geodetic infrastructures, including geodetic markers, benchmarks, Continuous Operating Reference Stations and Cadastral Reference Marks have moved away from their original position, and their existing coordinates are no longer reliable and secure to use. There are 10 geodetic markers around UTM that are subjected to the issue above. This study aims to redefine new geodetic and plane coordinates on UTM geodetic markers. Two units of Trimble NetR9 Geodetic Type Receiver are used to execute 3D GNSS Control Network on geodetic markers as well as Standard Benchmarks. Receiver Independent Exchange data of Continuous Operating Reference Stations and gravimetric geoid of MyGeoid model are retrieved from Department of Survey and Mapping Malaysia. Trimble Business Center, Golden Surfer 8 and StarNet are used as post-processing, geoid interpolation and one-dimensional network adjustment software, respectively. New sets of geodetic and plane coordinates along with orthometric heights are produced for these 10 geodetic markers. Eventually, UTM geodetic markers are tied to Geocentric Datum Malaysia 2000 (2016) and National Geodetic Vertical Datum, providing reliable horizontal and vertical reference for land surveying work to fulfil both industrial and educational purposes.Keywords: Coordinate redefinition, geodetic coordinate, plane coordinate, geodetic marker
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Dissertations / Theses on the topic "Geodetic work"

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Wong, Yunn Chii 1954. "The geodesic works of Richard Buckminster Fuller, 1948-68 : (the universe as a home of man)." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/9512.

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Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Architecture, 1999.
Includes bibliographical references (v. 2, p. 29-105).
The thesis investigates the geodesic structure and dome phase in the corpus of Richard Buckminster Fuller's artifactual production and writings. It offers a history of the meteoric rise of the geodesic structure, its production, deployment, reception and subsequent marginalization. The geodesic work, as a pinnacle of Fuller's life work, form a multi-layered symbolic project with significance that extends beyond architecture. While the geodesic dome is an aspect of Fuller's many artifactual productions, it is studied here as a culmination of a set of ideas that Fuller developed and refined over a course of forty years, beginning with the 4D-Dymaxion House. These ideas represent a set of poignant observations and critique of design and design practices in particular, and of contemporary American culture in general. At a cursory level, Fuller's invention of the geodesic dome in the late forties appears to be a historical aberration, given the traditional, deeply symbolic significance of the dome and the fairly entrenched modem aesthetic sensibility based on planes and asymmetry. Yet, over a period of twenty years, the geodesic invention reinvigorated a traditional archetypal form besides charging up new interests in all types of space-frame structures. The invention of the geodesic structure invention enjoyed professional attention and rallied public enthusiasm. However, with its swan-song at the Montreal Expo '67, it was quickly eclipsed and marginalized. The thesis shows that Fuller's geodesic work is an attempt to create a seamless continuity between nature and society, following on the heels of his first attempt (in the 4D-Dymaxion House phase) to create a similar continuity between society and industry and between production and consumption. To understand anyone of these aspects, one must posit the invention in the context of its inventor and the relationship of the desires he brought to bear on American society and culture in his time.
by Yunn Chii Wong.
Ph.D.
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Adámať, Martin. "Geodetické činnosti při stavbě podchodu pod železniční tratí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-400133.

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Diploma thesis describes geodetic works in the construction of a subway under the railway track in Trenčín. Foundation for geodetic works in the construction is decree 300/2009 from the body of laws. The thesis describes these works in the order in which they were executed during the construction process. These works are: prepration of project documents, stake-out, control measurement, measurement of real building execution, quantification of executed building works, creation of real building execution documents. Part of the thesis describes the stake-out evaluation of each building phase and the evaluation of the building execution. The subway is a part of the railway modernization Nové Mesto nad Váhom – Púchov in city Trenčín.
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PROKŮPKOVÁ, Nikola. "Geodetické práce v průběhu realizace nového stavebního objektu." Master's thesis, 2012. http://www.nusl.cz/ntk/nusl-113845.

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The thesis is focused on description of all geodetic operations, which need to be done before, during and after realization of a new construction project. The goal of this thesis is charting and orientation of a new construction project and following completion of the documentation for bureau of construction and the land registry. The theoretical part is aimed on common geodetic operations, which are devided into five main colums - Surveying operations for preparations and design of the new buildings, surveying operations carried out during design and completion of buildings, surveying operations for documentation and operational functionality of the buildings, other surveying activities and operations in land registry for constructions. In the practical part, the operations carried out during documents completion are described. This documentation serves for registration of a new object into the land registry and is also needed for building permission and final approval from the bureau of construction.
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KONEČNÝ, Jakub. "Aplikace geodetických metod sběru dat při zaměřování polohopisných a výškopisných prvků krajiny." Master's thesis, 2009. http://www.nusl.cz/ntk/nusl-51155.

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The aim of this thesis is detailed surveying and processing of certain site for planimetry and elevation. The site is the northern part of the basin of Ostřice stream in the cadastral area Horní Planá. The territory was reconnaissanced and then surveyed in detail by the method of electronic tacheometry. Fixing and stabilization of ancillary geodetic points was the part of detailed surveying. All computing and imaging work was carried out in interactive graphical software KOKEŠ. The evaluation of the heights accuracy made on the basis of the profile test is the part of this thesis. The result of this thesis is the original map at a scale of 1 : 500 corresponding to the state to the end of August 2008 and other required attachments.
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Books on the topic "Geodetic work"

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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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Fyedotov, Grigoriy. Engineering geodesy. ru: INFRA-M Academic Publishing LLC., 2016. http://dx.doi.org/10.12737/13161.

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Fundamentals of engineering geodesy are stated, its value in a national economy and defense of the country is shown. Unlike earlier published textbooks in the present edition except traditional data on engineering geodesy information on the digital cards used in GIS geographic information systems, and also to the digital TsMM and mathematical MMM models of the district which are a basis of the modern automated design of SAPR on the engineering and geodetic methods and processes which incorporated the last achievements of computer technologies is given: electronic and computer takheometriya, satellite navigation, remote sensing, laser scanning, digital fotogrammetriya. In the textbook modern experience of works at researches and construction of highways and airfields, bridge crossings and transport tunnels of the leading design and survey organizations and firms of Russia is generalized. For students of automobile and road and construction specialties of higher education institutions. It can be used by the students of the corresponding specialties of technical schools, colleges, certified specialists working in the corresponding areas of transport construction.
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A treatise on the adjustment of observations: With applications to geodetic work and other measures of precision. New York: D. Van Nostrand, 1991.

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International Union of Geodesy. General Assembly and Statens kartverk (Norway), eds. Norway, report on the geodetic work for the period, 1983-1986: Presented at the nineteenth General Assembly of the International Union of Geodesy and Geophysics in Vancouver, 1987. [Oslo]: Statens kartverk, 1987.

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International Association of Geodesy. General Assembly, International Union of Geodesy and Geophysics. General Assembly, and Netherlands Rijkscommissie voor Geodesie, eds. Geodetic work in the Netherlands, 1987-1990: Report prepared for the General Assembly of the International Association of Geodesy, XXth General Assembly of the International Union of Geodesy and Geophysics, Vienna, 1991. Delft, the Netherlands: Nederlandse Commissie voor Geodesie, 1991.

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Geodetic work in the Netherlands, 1991-1994: Report prepared for the General Assembly of the International Association of Geodesy, XXIth General Assembly of the International Union of Geodesy and Geophysics, Boulder, 1995. Delft, the Netherlands: Netherlands Geodetic Commission, 1995.

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Farb, Benson, and Dan Margalit. Thurston's Proof. Princeton University Press, 2017. http://dx.doi.org/10.23943/princeton/9780691147949.003.0016.

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This chapter describes Thurston's original path of discovery to the Nielsen–Thurston classification theorem. It first provides an example that illustrates much of the general theory, focusing on Thurston's iteration of homeomorphisms on simple closed curves as well as the linear algebra of train tracks. It then explains how the general theory works and presents Thurston's original proof of the Nielsen–Thurston classification. In particular, it considers the Teichmüller space and the measured foliation space. The chapter also discusses measured foliations on a pair of pants, global coordinates for measured foliation space, the Brouwer fixed point theorem, the Thurston compactification for the torus, and Markov partitions. Finally, it evaluates other approaches to proving the Nielsen–Thurston classification, including the use of geodesic laminations.
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Book chapters on the topic "Geodetic work"

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Henneberg, Heinz. "Geodetic Works for Large Structures in Venezuela." In Applications of Geodesy to Engineering, 227–57. Berlin, Heidelberg: Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-77958-9_21.

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Kawamura, Miyuki. "Two calculations for geodesic modular works." In Origami⁶, 357–68. Providence, Rhode Island: American Mathematical Society, 2015. http://dx.doi.org/10.1090/mbk/095.1/31.

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"geodetic net(work)." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 593. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_70588.

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Barriot, Jean-Pierre, and Peng Feng. "Beyond Mapping Functions and Gradients." In Geodetic Sciences - Theory, Applications and Recent Developments [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.96982.

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Mapping functions and gradients in GNSS and VLBI applications were introduced in the sixties and seventies to model the microwave propagation delays in the troposphere, and they were proven to be the perfect tools for these applications. In this work, we revisit the physical and mathematical basis of these tools in the context of meteorology and climate applications and propose an alternative approach for the wet delay part. This alternative approach is based on perturbation theory, where the base case is an exponential decay of the wet refractivity with altitude. The perturbation is modeled as a set of orthogonal functions in space and time, with the ability to separate eddy-scale variations of the wet refractivity.
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Brückner, Martin. "The Artisanal Map, 1750–1815." In Social Life of Maps in America, 1750-1860. University of North Carolina Press, 2017. http://dx.doi.org/10.5149/northcarolina/9781469632605.003.0001.

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During the colonial and revolutionary periods, American maps emerged from a medley of artisanal workshops that were steeped in the art of pictorial printmaking. Defined by the dual status of intellectual originality and material singularity, the maps reflected the surveyor’s geodetic data, the mapmaker’s drawing and engraving skills, the printer’s work habits, and the papermaker’s competence. Addressing the preconsumer life of maps made by Lewis Evans, John Mitchell, Joshua Fry and Peter Jefferson, Nicholas Scull, and Samuel Lewis, this chapter explains the design and look of early American-made maps as they developed from an idea and a draft into a raw print and a preconsumer artifact. Because artisanal maps were by and large considered fair use objects, plagiarized at random, they led a double life of being at once rare original imprints and mass-produced copies.
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Bosse, Stefan. "Incremental Distributed Learning With JavaScript Agents for Earthquake and Disaster Monitoring." In Emergency and Disaster Management, 813–33. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-6195-8.ch038.

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Ubiquitous computing and The Internet-of-Things (IoT) grow rapidly in today's life and evolving to Self-organizing systems (SoS). A unified and scalable information processing and communication methodology is required. In this work, mobile agents are used to merge the IoT with Mobile and Cloud environments seamless. A portable and scalable Agent Processing Platform (APP) provides an enabling technology that is central for the deployment of Multi-Agent Systems (MAS) in strong heterogeneous networks including the Internet. A large-scale use-case deploying Multi-agent systems in a distributed heterogeneous seismic sensor and geodetic network is used to demonstrate the suitability of the MAS and platform approach. The MAS is used for earthquake monitoring based on a new incremental distributed learning algorithm applied to seismic station data, which can be extended by ubiquitous sensing devices like smart phones. Different (mobile) agents perform sensor sensing, aggregation, local learning and prediction, global voting and decision making, and the application.
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Datsenko, Liudmyla, and Ivan Lezhenkin. "TEMRYUK PROSPECTING AREAS (EASTERN AZOV AREA) OF LINING MATERIALS: GEOLOGY, STRATIGRAPHY, GEOLOGICAL-GEODESIC WORKS." In State trends and prospects of land sciences environment physics mathematics and statistics’ development (1st ed). Primedia eLaunch LLC, 2020. http://dx.doi.org/10.36074/stplsepmad.ed-1.02.

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Temryuk prospecting areas are situated in the Volodarskyi district of Donetsk region, in 3 km northen outside the village Starchenkov, on the right bank of the Temryuk River. Geographic coor-dinates to the center of the Temryuk prospecting areas: 37 degrees 12 minutes 30 seconds of eastern latitude, 47 degrees 3 minutes of 30 seconds of northen latitude. The lining materials are widely used in construction as an excellent long-term and durable material. The following types of topo-graphic and geodetic works were performed during the search and assessment works within the Temryuk prospecting areas: geodetic justification; concentration of geodetic laying-out; geophysical support of ground magnetic survey over a network of 100x10 m; binding of drilled wells to points of geodetic laying-out (planned and high-altitude). Temryuk prospecting areas of plagiogranite lin-ing materials has favorable mining and geological conditions for development into blocks. The pro-cessing of scientific works of the world geological community regarding granite (plagiogranite) de-posits led us to the conclusion that the granites of the Temryuk area of the Volodarskyi area have higher geological and economic indicators, the study of which is a further goal for the authors.
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Stepanov, O. A., D. A. Koshaev, O. M. Yashnikova, A. V. Motorin, and L. P. Staroseltsev. "Sensitivity of Algorithms for Estimating the Gravity Disturbance Vector to Its Model Uncertainty." In International Association of Geodesy Symposia. Berlin, Heidelberg: Springer Berlin Heidelberg, 2021. http://dx.doi.org/10.1007/1345_2021_132.

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AbstractThe work considers the results of filtering and smoothing of the gravity disturbance vector horizontal components and focuses on the sensitivity of these results to the model parameters in the case when the inertial-geodesic method is applied in the framework of a marine survey on a sea vessel.
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Dmitry, Gura, Shevchenko Grittel, and Kononets Marina. "TECHNOLOGIES OF GEODETIC SURVEYING SOFTWARE WORKS IN THE OIL AND GAS INDUSTRY." In SCIENTIFIC ENQUIRY IN THE CONTEMPORARY WORLD: THEORETICAL BASIСS AND INNOVATIVE APPROACH, 310–16. B&M Publishing, 2016. http://dx.doi.org/10.15350/l_26/8/19/19.

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Furani, Khaled. "Thoth." In Redeeming Anthropology, 41–93. Oxford University Press, 2019. http://dx.doi.org/10.1093/oso/9780198796435.003.0001.

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Heuristically evoking Thoth, an ancient Egyptian god of wisdom, architecture, crafts, and “science,” this chapter explores the ways anthropologists work to immure their discipline from its banished other, theology. Asking readers to imagine a proverbial “geodesic dome” housing anthropodom—anthropology constructed as a secular science—it discusses five types of “panes” that anthropologists “lay” in constructing their “home.” Derived from anthropology’s biographical and disciplinary registers, these panes safeguard anthropology from the threatening “theosphere” in order to secure its secular reason and its membership in the modern university. Pitting itself against theology grants anthropology a certain unity and identity, defining “what it is” by claiming “what it is not.”
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Conference papers on the topic "Geodetic work"

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Wieczorek, Beata. "MODELLING AND COMPUTER ANIMATION OF GEODETIC FIELD WORK." In 14th SGEM GeoConference on INFORMATICS, GEOINFORMATICS AND REMOTE SENSING. Stef92 Technology, 2014. http://dx.doi.org/10.5593/sgem2014/b21/s8.089.

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Kaminskis, Janis, Lubova Sulakova, Kalvis Salmins, Janis Kaulins, and Lauris Goldbergs. "SLR and GNSS Test Field for Global Geodetic Network Assessment in Riga." In 11th International Conference “Environmental Engineering”. VGTU Technika, 2020. http://dx.doi.org/10.3846/enviro.2020.718.

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The basic aim is to contribute to the world geodetic space in line with today’s scientific achievements. Riga geodynamic site is a thankful place for this, as it has long-term SLR observations and the longest GNSS records in Latvia. The goal is establishment of regional long-term geodetic monitoring station at LU Institute of Astronomy, Riga, Kandavas street 2, by joining at least two space geodetic technologies – the already installed laser-telescope LS-105 and GNSS − collocated, but not sufficiently linked. The capability of geodetic GNSS observations would uniquely complement Riga GNSS station and allow to determine more accurate coordinates of the LS-105 laser telescope and the long-term changes needed to accurately measure the positions of Earth satellites and other similar space objects. GNSS Observation Station will contribute to the development of positioning and position long-term change to accuracy of less than 1mm, one of the current global goals of GGOS. We plan to solve the problem with the exact position of the telescope LS-105 it will contribute to the development of scientific research and applied potential of the LU Satellite Laser Ranging station. From the national point of view geodetic station serves as an important point for Latvian National Geodetic Network, long term large infrastructure planning, engineering communications, cartography, etc. From a global perspective the station will be one of very few such stations in the region and the only one in the Baltics capable of valuable contribution to ITRF network. Preparatory work for the study has started by selecting and consolidating geodetic points for further measurements.
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Skrzypczak, Izabela, Grzegorz Oleniacz, Przemysław Leń, and Monika Mika. "Measurements of Displacements and Deformations and Reliability Analysis of Base Transceiver Station (BTS) Made of Steel." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.242.

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Safety and reliability of BaseTransceiver Station (BTS) in Global System for Mobile Communications (GSM) should be provided not only at the design stage and construction work, but also during the service. The technical conditions and safety of building structures is also dependent on the determination of geometric deviation of the entire structure and its individual components. This should be referred to the recommendations of code limits. The geodetic measurements of displacements and deformations of objects are extremely important to evaluate the stability and security of the structure and its maintenance. Steel trusses or concrete columns must meet the requirements of building standards and instructions as well as the standard requirements for the deviation limits during the construction phase and operational work. The primary and overarching objective of inventory of BTS is to ensure that the safety of the service and the users is fulfilled. The investigation of the reliability of BTS towers by determining the reliability index value using First Order Reliability Method (FORM) recommended in Eurocode 0 will be perfomed. The values of reliability index will be defined for the serviceability limit.
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Popielarczyk, Dariusz. "Determination of Survey Boat “Heave” Motion with the Use of RTS Technique." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.229.

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The paper presents analysis of determination of vertical movement of the surveying boat called “heave” with the use of Robotized Total Station (RTS) technique. The classical geodetic Total Station was used for sub-centimeter calculation of water level changes during hydroacoustic measurements on the fragment of Vistula river behind the dam and hydropower in Włocławek in Poland. The power station work causes up to 1.7 m movement of vertical reference water surface in aspect of local bathymetric survey. The experimental, hydrographic surveys on the river were conducted where the water level was changing significantly over time depending on the operational schedule of the power plant. Verified hydrographic data had to be brought to the common water level. To determine the final water level, data on the height of the Robotized Total Station prism positioned on the boat during sounding was considered. The RTS technique with 0.02–0.05 m vertical accuracy proved to be very useful and essential in engineering inland bathymetric measurements.
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Mika, Monika. "The Verification of the Modernization of the Real Estate Cadastre in the Context of the Quality of Cadastral Data – Case Study." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.218.

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The aim of the modernization is to improve the quality of the collected data. That is necessary especially in those areas where cadastral maps are used in the scale of 1:2880. The most satisfactory results in the process of modernization are obtained on the basis of geodetic field measurements. The aim of the paper is to verify the work related to real estate cadastre modernization in the context of the quality of the cadastral data collected in 1999–2001. This paper presents the results of surveying, which aim was to check whether the data contained in the register of land are a reflection of the facts boundaries and surface parcels. In the analyzes the materials of selected areas from state resources were used. The verification of graphic materials (maps) and descriptive (areas of plots) obtained from the District Office carried out in this paper showed a satisfactory level of data compliance. Factual status on the ground, in most cases, corresponds to the existing in extracts from the land registry, created on the basis of the land and buildings registry modernization in 1999–2001. These data correspond to the areas calculated from the results of the 2016 direct measurements.
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Shults, Roman, Khaini-Kamal Kassymkanova, Shugyla Burlibayeva, Daria Skopinova, Roman Demianenko, and Yurii Medvedskyi. "UAV Monitoring of Excavation Works." In 11th International Conference “Environmental Engineering”. VGTU Technika, 2020. http://dx.doi.org/10.3846/enviro.2020.696.

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The first stage of any construction is carrying out excavation works. These works are high-priced and timeconsuming. Mostly, for geodetic control of the works, the surveyors are using total stations and GNSS equipment. Last decade, UAV technology was a breakthrough in the geodetic technologies market. One of the possible applications of UAV is the monitoring of excavation works. In the article, the opportunities and accuracy of UAV data while performing the excavation works were studied. The surveying of earth volume in the middle of construction works was made using DJI Phantom 4 UAV. The data were being processed using two photogrammetric software: Agisoft Metashape and PhotoModeler Premium. For comparison, the surveying also was made using a conventional total station. For each data source, the 3D models were generated. The obtained models were compared with each other in CloudCompare software. The comparison revealed the high accuracy of UAV data that satisfies customer’s requirements. For the case of two software comparing, it is better to process data using PhotoModeler. The PhotoModeler software allows performing in-depth data analysis and blunders searching.
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Basu, Debashis, Robert Sewell, Kaushik Das, Ron Janetzke, Biswajit Dasgupta, John Stamatakos, and Deborah Waiting. "Numerical Simulation of Tsunami Run-Up and Inundation for the 2011 Tōhuku-Oki Tsunami: A Parametric Analysis for Tsunami Run-Up and Wave Height." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23138.

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This paper presents computational results for predicting earthquake-generated tsunami from a developed integrated computational framework. The computational framework encompasses the entire spectrum of modeling the earthquake-generated tsunami source, open-sea wave propagation, and wave run-up including inundation and on-shore effects. The present work develops a simplified source model based on pertinent local geologic and tectonic processes, observed seismic data (i.e., data obtained by inversion of seismic waves from seismographic measurements), and geodetic data (i.e., directly measured seafloor and land deformations). These source models estimated configurations of seafloor deformation used as initial waveforms in tsunami simulations. Together with sufficiently accurate and resolved bathymetric and topographic data, they provided the inputs needed to numerically simulate tsunami wave propagation, inundation and coastal impact. The present work systematically analyzes the effect of the tsunami source model on predicted tsunami behavior and the associated variability for the 2011 Tōhuku-Oki tsunami. Simulations were carried out for the 2011 Tōhuku -Oki Tsunami that took place on March 11, 2011, from an MW 9.1 earthquake. The numerical simulations were performed using the fully nonlinear Boussinesq hydrodynamics code, FUNWAVE-TVD (distributed by the University of Delaware). In addition, a sensitivity analysis was also carried out to study the effect of earthquake magnitude on the predicted wave height. The effect of coastal structure on the wave amplification at the shore is also studied. Simulated tsunami results for wave heights are compared to the available observational data from GPS (Global Positioning System) at the central Miyagi location.
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Rapajić, Milan. "POSEBNE (UPRAVNE) ORGANIZACIJE U MILjEU VLADAVINE PRAVA." In XVII majsko savetovanje. Pravni fakultet Univerziteta u Kragujevcu, 2021. http://dx.doi.org/10.46793/uvp21.725r.

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The modern state administration and its bodies and special organizations should act in the field of the rule of law. It is a term that originates from the Anglo-Saxon legal world, but it is also a category and a principle of the Constitution of Serbia from 2006. The paper points out the different understandings of the rule of law and briefly looks at the position of the administration or the phase in its historical course until its subsumption under the principle of legality. In Serbia, state administration bodies consist of ministries, administrative bodies within the ministry and special organizations. Administrative or special organizations are formed by the state in order to perform professional and related administrative tasks. In order to permanently and unhinderedly perform the professional work of these organizations, they can act authoritatively. Special organizations have numerous and diverse administrative powers. The paper points out both the similarities and differences of special organizations in relation to administrative bodies. A review of the activities and organizational structure of all special organizations (secretariats, institutes, directorates and one center) established by the Law on Ministries from 2020 was performed. It was also pointed out that all institutes: the Republic Institute of Statistics, the Republic Hydrometeorological Institute, the Republic Geodetic Institute and the Intellectual Property Institute are special organizations that provide services to interested parties. In one part of the final considerations, the author states that for special organizations (as part of the state administration) it could be concluded that they really operate in the field of rule of law as an order with positive properties as characterized by the Constitution, it is necessary to strictly respect the principles organization of state administration prescribed by the Law on State Administration: independence and legality; expertise, impartiality and political neutrality, effectiveness in exercising the rights of the parties, proportionality and respect for the parties; publicity of work.
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De Santi, Valentina, Carlo A. Gemignani, Anna Guarducci, and Luisa Rossi. "Rappresentazioni planimetriche, vedutistiche e tridimensionali per la fortificazione di due isole del Mediterraneo occidentale: Elba e Palmaria (secolo XIX)." In FORTMED2020 - Defensive Architecture of the Mediterranean. Valencia: Universitat Politàcnica de València, 2020. http://dx.doi.org/10.4995/fortmed2020.2020.11497.

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Planimetric maps, views and three-dimensional representations for the fortification of two western Mediterranean islands: Elba and Palmaria (nineteenth century)The French expansion and domination in Italy between the Revolutionary Age and the Empire based on a widespread activity of territorial knowledge, which rested in the Corps of Engineers-Geographers and in the Military Genius the main actors. The paper summarizes the results of long research on this activity, carried out in the islands of Elba (Tuscany) and Palmaria (Liguria): two strategic islands in the western Mediterranean. The need to equip the territories dominated by the French with increasingly functional defenses, gave a strong impulse to the renewal of surveying and cartography, with the use of geodetic projections, views and three-dimensional models. Elba example is significant for the complete triangulation of the island connected to the Corsica one (with part of Sardinia and the smaller islands of the Tuscan archipelago). Geographer engineers such as Tranchot, Simonel, Moynet, Puissant worked on these activities and produced some maps and a small model of part of Elba. In the Palmaria example the three-dimensional reproduction (plan-relief) was contextual to the work of Genius engineers who produced a vast and organic corpus of maps of various scales, views, sketches and watercolors, suitable to represent the most complete visualization of the landscapes where to insert defensive buildings. The collaboration between French and Italian engineers took advantage of this first experience in designing some batteries. However, it was the post-Napoleonic decades that made Palmaria island a powerful “fortress island” to defend the entrance to the Gulf of La Spezia, where the military arsenal (commissioned by Cavour and built by Domenico Chiodo) arose.
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Ersoy, Nihat. "GEODETIC WORKS IN MICRO TUNNELING PROJECTS EXCAVATED BY PIPE-JACKING METHOD." In SGEM2011 11th International Multidisciplinary Scientific GeoConference and EXPO. Stef92 Technology, 2011. http://dx.doi.org/10.5593/sgem2011/s07.108.

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