Relevant bibliographies by topics / Geodesy; Surveying

Contents

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

Academic literature on the topic 'Geodesy; Surveying'

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

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Journal articles on the topic "Geodesy; Surveying"

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Litynskyi, Volodymyr, Svyatoslav Litynskyi, Anatolii Vivat, Mykhailo Fys, and Andrii Brydun. "The accuracy investigation of point coordinates’ determination using a fixed basis for high-precision geodesy binding." Reports on Geodesy and Geoinformatics 107, no. 1 (May 11, 2019): 19–23. http://dx.doi.org/10.2478/rgg-2019-0003.

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AbstractModern scanners can perform terrestrial topographic survey with resolution of 1 cm and accuracy of 2 mm in just a few minute‘s time, from the distance of up to 100 meters. However, for surface topographical surveying of large territories or complex industrial objects, it is necessary to conduct geodetic traverses and perform their binding to the points of the geodesic basis. One method of coordinate transferring during surveying is by using the method of inverse linear-angular intersection, which involves the measuring of the respective sides S1, S2 and the β angle between them. This method is more precise than the classical one, which usually contains centring and reduction errors. The linear-angular intersection method can also be used for many applications in engineering geodesy, for laying geodetic traverses, and for binding to the wall based points of ground-surveying.
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Li, Jing, Haiyan Liu, Wenyue Guo, and Anzhu Yu. "VISUAL ANALYSIS BASED ON THE DATA OF CHINESE SURVEYING AND MAPPING JOURNALS." ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences III-4 (June 3, 2016): 41–48. http://dx.doi.org/10.5194/isprsannals-iii-4-41-2016.

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Taking four influential Chinese surveying and mapping journals as the data source, 5863 papers published during the period of 2003–2013 were obtained. Using the method of bibliometrics and visual analysis, summarizing the surveying and mapping papers in the past ten years (2003-2013), research themes, authors, and geographical distribution were analyzed. In the study, the papers of geodesy, cartography and GIS are 59.9%, more than half of all the papers. We also determine that the core author group has 131 authors, mainly of whom are from big cities. 90% of top ten cities on the number of publishing papers are capital cities or municipalities directly under the central government.In conclusion, we found that the research focus was different every year, and the research content was richness, the content of geodesy, cartography and GIS were widely researched, and the development of surveying and mapping is imbalanced in China.
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Li, Jing, Haiyan Liu, Wenyue Guo, and Anzhu Yu. "VISUAL ANALYSIS BASED ON THE DATA OF CHINESE SURVEYING AND MAPPING JOURNALS." ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences III-4 (June 3, 2016): 41–48. http://dx.doi.org/10.5194/isprs-annals-iii-4-41-2016.

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Taking four influential Chinese surveying and mapping journals as the data source, 5863 papers published during the period of 2003–2013 were obtained. Using the method of bibliometrics and visual analysis, summarizing the surveying and mapping papers in the past ten years (2003-2013), research themes, authors, and geographical distribution were analyzed. In the study, the papers of geodesy, cartography and GIS are 59.9%, more than half of all the papers. We also determine that the core author group has 131 authors, mainly of whom are from big cities. 90% of top ten cities on the number of publishing papers are capital cities or municipalities directly under the central government.In conclusion, we found that the research focus was different every year, and the research content was richness, the content of geodesy, cartography and GIS were widely researched, and the development of surveying and mapping is imbalanced in China.
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Vaníček, P., R. B. Langley, and A. Kleusberg. "Geodesy: still the scientific backbone of surveying and mapping." CISM journal 45, no. 4 (January 1991): 545–46. http://dx.doi.org/10.1139/geomat-1991-0039.

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Kapica, Roman, Dana Vrublová, and Markéta Michalusová. "PHOTOGRAMMETRIC DOCUMENTATION OF CZECHOSLOVAK BORDER FORTIFICATIONS AT HLUČÍN-DARKOVIČKY." Geodesy and Cartography 39, no. 2 (June 28, 2013): 72–79. http://dx.doi.org/10.3846/20296991.2013.806243.

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The Institute of Geodesy and Mine Surveying of the Technical University Ostrava makes photogrammetric surveying of major built objects in the Moravian-Silesian region. The focus of the present study is on special monuments that form integral parts of regional history and make outstanding landmarks. Terrestrial photogrammetry was used as the surveying methods used. The primary goal of photogrammetric surveying is to identify geometric shapes and to create visualisations of objects. Photogrammetric surveying provides valuable documentary data for uses in the areas of the history of architecture and technical research as well as for renovations and advertising campaigns. Our 3D models were created by using terrestrial digital photogrammetry.
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Schwarz, K. P. "Third International Symposium on Inertial Technology for Surveying and Geodesy." Bulletin Géodésique 60, no. 2 (June 1986): 103–4. http://dx.doi.org/10.1007/bf02521010.

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Klatt, Calvin. "Geodetic technologies enabling innovation Part 1: Federal Government." GEOMATICA 70, no. 3 (September 2016): 187–93. http://dx.doi.org/10.5623/cig2016-304.

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In support of discussions regarding the use of coordinates in cadastral surveying, we provide an overview of federal government activities in geodesy and review issues related to geodetic coordinates and the compatibility of data, in particular spatial and temporal consistency. The Canadian Geodetic Survey is the Government of Canada’s lead agency in geodesy, and is the principal agency responsible for establishing the reference frames or datums used in determining geodetic coordinates in Canada. A summary of issues relating to epoch propagation addresses concerns specific to the use of precise geodetic coordinate systems today.
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Derezińska, Agnieszka. "THE APPLICATION OF SURVEYING EQUIPMENT IN THE RESCUE OPERATIONS OF STATE FIRE SERVICE." Zeszyty Naukowe Uniwersytetu Zielonogórskiego / Inżynieria Środowiska 168, no. 48 (December 29, 2017): 5–16. http://dx.doi.org/10.5604/01.3001.0011.5883.

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The article describes the use of surveying equipment in the rescue work of the State Fire Service. The role of geodesy is becoming increasingly important in their operations, which is why they are more and more interested in the application of surveying techniques discussed below in the context of the various types of events. The use of a theodolite, a total station and a scanstation is shown during real accidents as well as during exercises and measurements taken in the simulated events.
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Makarenko, N. L. "To the 110th anniversary of the birth of A. A. Izotov." Geodesy and Cartography 926, no. 8 (September 20, 2017): 59–64. http://dx.doi.org/10.22389/0016-7126-2017-926-8-59-64.

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Alexander Izotov’s name, the largest Soviet scientist in the field of a theoretical and practical geodesy, the student of Feodosiy Krasovsky and his associate, has for ever become historic in development and achievements of the Soviet geodesy. A. A. Izotov’s after death of F. N. Krasovsky’s not only continued their research, but also put new scientific problems in the field of geodesy, geodynamics, searched for ways of solving the complicated questions facing the surveying industry. He belonged to the glorious constellation of geodesists, whose profession was mode of their life. Unique and distinctive identity not only as a scholar but also a personnality attracted his young employees. А. А. Izotov possessed unique consistence and persistence in supporting the scientific views, no matter the posts and merits of the opponents.
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Haydon, Suzanne. "Geological Survey of Victoria: Airborne gravity surveying for geodesy and geology." Preview 2020, no. 208 (September 2, 2020): 23. http://dx.doi.org/10.1080/14432471.2020.1828400.

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Dissertations / Theses on the topic "Geodesy; Surveying"

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Whitmore, Guy Matthew. "Coordinate reference systems for high precision geodesy." Thesis, University of Nottingham, 1994. http://eprints.nottingham.ac.uk/29037/.

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The advent of the Global Positioning System (GPS) meant that, for the first time, the geodetic and geophysical community has a tool for measurements on a global, continental and national scale. Global GPS networks are already competing with VLBI and SLR for the measurement of inter-continental baselines and earth rotation parameters. The development of the 'high accuracy fiducial GPS technique', as described in this thesis, has produced results comparable with mobile VLBI and SLR systems, but in shorter observational periods and at lower costs. Combined with global GPS networks, which have the potential to provide time-tagged fiducial station coordinates at the observational epochs, coordinates can be determined in a global reference frame. The results in this thesis, from a fiducial GPS campaign to monitor the vertical land movement at tide gauge sites in the UK, demonstrate that millimetric precisions and accuracies can be obtained in all three components over baselines of hundreds of kilometers. The combination of GPS with existing 2-d classical triangulation networks for mapping, engineering surveying and navigation has caused many problems, since the GPS observations are 3-d and of a superior quality. In Europe these problems have been overcome by the establishment of a new high precision reference framework, EUREF, based on fiducial GPS carried out in 1989. This thesis also describes the determination of coordinates for the UK EUREF stations and their application for geodetic control in Great Britain.
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Kamarudin, Md Nor. "Local geoid determination from a combination of gravity and GPS data." Thesis, University of Newcastle Upon Tyne, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.363535.

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Sahin, Muhammed. "Aspects of stochastic & functional modelling for precise baseline determination in satellite geodesy." Thesis, University of Newcastle Upon Tyne, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.357639.

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Widmalm, Sven. "Mellan kartan och verkligheten : geodesi och kartläggning 1695-1860 /." Uppsala : Uppsala Univ, 1990. http://catalogue.bnf.fr/ark:/12148/cb357040754.

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Young, Emma Victoria. "Determining the ability of terrestrial time-lapse microgravity surveying on a glacier to find summer mass balance using gravitational modeling." Master's thesis, Temple University Libraries, 2017. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/473458.

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Geology
M.S.
Mass loss of alpine glaciers presently account for about half of the cryospheric contribution to the global sea-level rise. Mass balance of alpine glaciers has predominantly been monitored by; (1) glaciological and hydrological methods, and (2) satellite gravimetric methods using data from NASA’s Gravity Recovery and Climate Experiment (GRACE) satellite mission. However, the former can be logistically costly and have large extrapolation errors: measurements taken at monthly temporal scales are expensive and have a spatial resolution of roughly one kilometer. The latter provides monthly mass-balance estimates of aggregates of alpine glaciers, although the spatial resolution (~300 km) is far too coarse for assessing individual glaciers’ mass balance. Ground-based, time-lapse microgravity measurements can potentially overcome some of the disadvantages of the glaciological, hydrological, and satellite gravitational methods for assessing mass changes and their spatial distribution on a single glacier. Gravity models were utilized to predict the gravity signals of the summer-time mass balance, changes in the seasonal snow cover outside of the glacier, and the vertical gravity gradient (VGG) needed for the free-air correction on Wolverine Glacier, AK. The modeled gravity signal of the summer-time mass balance (average of -0.237 mGal) is more than an order of magnitude larger than the uncertainty of conventional relative gravimeters (±0.007 mGal). Therefore, modeling predict that the time-lapse gravitational method could detect the summer-time mass balance on Wolverine Glacier. The seasonal snow effect was shown to have the greatest influence (~ -0.15 mGal) on the outer 100 m boundary of the glacier and minimal effect (~ -0.02 mGal) towards the center, both larger than the uncertainty of relative gravimeters. The VGG has a positive deviation, about -0.1 to -0.2 mGal/m, from the normal VGG (-0.309 mGal/m). Thus, seasonal snow effect and VGG need to be correctly accounted for when processing gravity measurements to derive the residual gravity signal of the glacier mass balance. Accurate measurements of elevation changes, seasonal snow depth, and the VGG should be performed in future gravity surveys of glaciers.
Temple University--Theses
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Forward, Troy Andrew. "Quasi-Continuous GPS Steep Slope Monitoring: A Multi-Antenna Array Approach." Curtin University of Technology, Department of Spatial Sciences, 2002. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=11914.

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This thesis investigates the design, implementation and validation of a multi-antenna GPS system to monitor the displacement of deforming slopes. The system utilises a switched antenna array design allowing data from multiple antennas to be sampled sequentially by one GPS receiver. The system provides quasi-continuous GPS observations that can produce a precise and reliable coordinate time-series of the movement of the slope under consideration. GPS observations and particularly those concerned with the monitoring of steep slopes, are subject to systematic errors that can significantly degrade the quality of the processed position solutions. As such, this research characterises the data in terms of multipath effects, the spectrum of the coordinate time-series, and the carrier to noise power density ratio of the raw GPS observations. Various GPS processing parameters are then investigated to determine optimal processing parameters to improve the precision of the resulting coordinate time-series. Results from data stacking techniques that rely on the daily correlation of the repeating multipath signature find that the GPS data actually decorrelates somewhat from day to day. This can reduce the effectiveness of stacking techniques for the high precision monitoring of steep slopes. Finally, advanced stochastic models such as elevation angle and carrier-to-noise weighting are investigated to optimise the precision of the coordinate time-series data. A new in-line stochastic model is developed based on weighting GPS observations with respect to the level of systematic error present within the data. By using these advanced types of stochastic models, reductions to the noise level of the coordinate time-series of approximately 20 and 25 percent are possible in the horizontal and height components respectively.
Results from an extensive field trial of this system on a deforming high-wall of an open-pit mine indicate that approximately 135mm of displacement occurred over the 16-week field trial. The precision of the coordinate time-series for surface stations approaches ±4.Omm and ±5.4mm in the horizontal and height components respectively. For sub-surface stations next to the mine wall, coordinate precision has been determined as ±4.9mm.component and ±7.6mm in the height component respectively.
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Aittamaa, Christina. "Inmätning av fastigheten Hållsta 2:3, Hudiksvall." Thesis, University of Gävle, Department of Technology and Built Environment, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-228.

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Detta projekt har genomförts på mark- och mätningsavdelningen i Hudiksvalls kommun och projektets område är beläget norr om Hudiksvall, ca 6 km från centrala Hudiksvall vid norra infarten till E4:an.

I området ligger en friskola, en gymnasieskola som heter ”Glada Hudik-skolan”. I skolans lokaler har det tidigare bedrivits hotellverksamhet i många år, f.d. Hammering Hotell. Hösten 2006 öppnade skolan sina portar och de räknar med att öka antalet elever varje läsår. I närheten av skolan finns den kända travbanan, Hagmyren.

Syftet med arbetet var att göra en inmätning av fastigheten Hållsta 2:3, eftersom det inte fanns några inmätningar där tidigare. Stompunkter mättes in både i plan och höjd, därefter gjordes det detaljmätningar. Koordinatsystemet i plan i Hudiksvall är RTR10 2.5 gon V 0:- 15 och i höjd RH 70. Efter stom- och detaljmätningarna konstruerades en primärkarta i Geosecma som är ett kartprogram.

I den här rapporten kommer mätmetoder, beräkningar, dokumentation och kartframställning att redovisas.

Målet med projektet är att kommunen skall få nytta av inmätningarna i framtiden för olika projekteringar och att jag skall få mer erfarenhet av både mätning och kartframställning. Jag får även kunskaper om hur det går till på arbetsplatsen, tankegångar kring ett projekt och lärdomar av att arbeta självständigt.

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Melin, Linda, and Malin Marthinsson. "En studie om att förbättra registerkartan med mätning och transformation." Thesis, University West, Department of Engineering Science, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-1831.

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Vi har gjort en studie om hur vi kan förbättra registerkartan med hjälp av mätning med GPS och transformation i området Tobyn i Årjängs kommun. Arbetet innehåller fastighetsbildning förr i tiden och även om hur fastighetsbildning går till i dag. Vidare har vi skrivit om olika mätningsmetoder och fakta om GPS-systemet, exempelvis NRTK, fasmätning, absolutmätning och kort om olika transformationsmetoder. Vi har också skrivit om hur vi gick tillväga när vi först mätte och sedan transformerade. Till detta har vi olika bilagor med jämförelse mellan inmätta och transformerade punkter och kartor som visar hur mycket som skilde mellan transformerade gränser och den befintliga registerkartan. Det finns också en bilaga med flygbild över Tobyn som visar något av hur mätförhållandena är. Vår slutsats är att det gick väldigt smidigt att mäta och transformera och tidsåtgången var inte så stor. Det skilde upp till 75 centimeter mellan transformerad och inmätt punkt på vissa ställen. De största avvikelserna fanns i utkanterna av området Tobyn.

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Kofira, Matej. "Porovnání práce geodeta v Norsku a v České republice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-390202.

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My diploma thesis compares surveyor's work in Norway and Czech Republic. The aim of the diploma thesis is to create complex view about situation and be objective as much as possible. The final result is deducated from the historical aspects, the current situation in surveying, practical skill I have learned in Norway during summer ERASMUS+ traineeship and the questionnaire survey.
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Bueno, Régis Fernandes. "Monitoração, por GPS, de deslocamentos em estruturas com carga dinâmica." Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-08012008-144719/.

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A monitoração dinâmica de pontes rodoviárias através da determinação de deslocamentos espaciais é uma das atuais áreas de interesse da geodésia. A tecnologia de posicionamento por satélite é uma das ferramentas disponíveis para este fim e foi avaliada nesta pesquisa. Verifica-se que o GNSS pode contribuir para com o monitoramento dinâmico de estruturas e nos últimos anos se observam aplicações em grandes pontes estaiadas na Ásia, na Europa e na América do Norte. No presente estudo analisou-se a aplicação desta tecnologia em uma estrutura mais rígida, sob vinculo com uma rede de referência única e sob as condições apresentadas pela região brasileira. Foram realizados ensaios em um shaker, na Base de Calibração de Instrumentos Geodésicos da USP e na estrutura do Viaduto Ascendente 19 da rodovia dos Imigrantes, empregando-se a tecnologia GPS e análise modal. A partir de determinações no método relativo cinemático obtiveram-se os deslocamentos tridimensionais e a freqüências do primeiro modo de vibração da estrutura. A metodologia aplicada e os resultados obtidos demonstram a potencialidade do método também para estruturas mais rígidas e sob condições características da região brasileira, que diferem de outras partes do globo no que tange a tecnologia GPS. Ao final é sugerida uma Proposta Básica de Metodologia para a Monitoração de Estrutura com Carga Dinâmica pela Utilização de GNSS.
The dynamic monitoring of road bridges though spatial displacements is one of the geodetic areas of interests. The satellite positioning technologies are one of the disposed tools for this task and were evaluate by present research. One verifies that GNSS can contribute for the dynamic monitoring of structures, and has applied for this task in the last years to large cable stayed bridges on Asia, on Europe and on North America. On the present study, one analyses the use of this technology in a more rigid structure, tied to a unique reference network and under Brazilian region conditions. Were realized essays over a shaker on USP Geodetic Instrumental Calibration Base and over the Imigrantes Roadway Ascending Viaduct 19 employing the GPS technology and modal analysis. By determinations in the kinematics relative method ones obtain the tridimensional displacements and the frequency of first modal shape of the structure. The applied methodology and its obtained results demonstrate the potentiality of this method for more rigid structure too, and under Brazilian region characteristics. At the end is proponed a Methodological Basic Proposal for Dynamic Charged Structure Monitoring thru GNSS Employment.
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Books on the topic "Geodesy; Surveying"

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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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Groten, Erwin, and Robert Strauß, eds. GPS-Techniques Applied to Geodesy and Surveying. Berlin, Heidelberg: Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/bfb0011315.

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Teuscher, Micha. Freiraum und Geodäsie: Ein Berufsleben im Dienste exakter Daten : Herrn Prof. Dipl.-Ing. Rolf-Werner Rebenstorf gewidmet. Neubrandenburg: Hochschule Neubrandenburg, University of Applied Sciences, 2010.

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Caspary, W. F. Concepts of network and deformation analysis. 2nd ed. Kensington: University of New South Wales, 1988.

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Tetreault, Pierre. An investigation of possible constraints for the definition of the 1988 North American Height Network. Mississauga, Ont: University of Toronto, Erindale Campus, Survey Science, 1987.

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Caspary, W. F. Concepts of network and deformation analysis. 2nd ed. Kensington, N.S.W: School of Surveying, University of New South Wales, 1988.

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Schwarz, Klaus-Peter, and Gérard Lachapelle, eds. Kinematic Systems in Geodesy, Surveying, and Remote Sensing. New York, NY: Springer New York, 1991. http://dx.doi.org/10.1007/978-1-4612-3102-8.

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Środowiska, Polska Akademia Nauk Komisja Geodezji i. Inżynierii. Geodesy, photogrammetry, and monitoring of environment (chosen problems). Kraków: Polish Academy of Sciences--the Kraków Section, 1995.

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Introduction to geometrical and physical geodesy: Foundations of geomatics. Redlands, Calif: ESRI Press, 2010.

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United States. National Ocean Service., International Association of Geodesy, United States. National Oceanic Atmospheric Administration., and Canada. Dept. of Energy, Mines and Resources., eds. Third International Symposium on the North American Vertical Datum: NAVD symposium '85, Rockville, Maryland, April 21-26, 1985 : proceedings. Rockville, MD: U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, 1985.

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Book chapters on the topic "Geodesy; Surveying"

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Burkholder, Earl F. "Geodesy." In The Surveying Handbook, 271–99. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2067-2_13.

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Burkholder, Earl F. "Geodesy." In The Surveying Handbook, 390–433. Boston, MA: Springer US, 1987. http://dx.doi.org/10.1007/978-1-4757-1188-2_12.

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Ashkenazi, V., C. de la Fuente, and PJ Summerfield. "Kinematic surveying." In GPS-Techniques Applied to Geodesy and Surveying, 236–47. Berlin, Heidelberg: Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/bfb0011342.

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Awange, Joseph, and John Kiema. "Fundamentals of Surveying and Geodesy." In Environmental Geoinformatics, 31–45. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-03017-9_3.

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Awange, Joseph L., and John B. Kyalo Kiema. "Fundamentals of Surveying and Geodesy." In Environmental Geoinformatics, 31–45. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-34085-7_3.

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von Gösseln, I., and H. Kutterer. "Efficiency Optimization of Surveying Processes." In International Association of Geodesy Symposia, 157–62. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-10828-5_23.

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Gilardoni, Maddalena, Fernando Sansò, and Giovanna Venuti. "Optimal Cross-Validation of Different Surveying Techniques." In International Association of Geodesy Symposia, 361–66. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-22078-4_54.

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Haines, Richard M. "Kinematic GPS Surveying in Cyprus." In Kinematic Systems in Geodesy, Surveying, and Remote Sensing, 382–92. New York, NY: Springer New York, 1991. http://dx.doi.org/10.1007/978-1-4612-3102-8_35.

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Kahmen, H. "Robot Techniques and their Impact on Surveying Systems." In Applications of Geodesy to Engineering, 100–113. Berlin, Heidelberg: Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-77958-9_9.

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Timmen, Ludger, Luisa Bastos, Rene Forsberg, Arne Gidskehaug, and Uwe Meyer. "Airborne gravity field surveying for oceanography, geology and geodesy — the experiences from AGMASCO." In Geodesy Beyond 2000, 118–23. Berlin, Heidelberg: Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/978-3-642-59742-8_19.

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Conference papers on the topic "Geodesy; Surveying"

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"Geodesy, surveying and mapping, and Roads, bridges and geotechnics." In The 2nd International Conference on Engineering Sciences and Technologies. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315393827-121.

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Nowel, Krzysztof, Sławomir Cellmer, and Dawid Kwasniak. "A Minimum Size of the Search Cube in the MAFA-ILS Method." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.222.

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Abstract:
The Modified Ambiguity Function Approach – Integer Least Squares (MAFA-ILS) is one of the modern method for the precise real-time GNSS positioning, for many applications such as geodesy or surveying engineering. Contrary to the classic approach, in the MAFA-ILS method the solution is sought in the coordinate domain. However, to obtain a proper solution, the search region cannot be too small. On the other hand, to have an effective solution – in the computational load sense – this region cannot be too big. In this case the determination of the minimum size of appropriate search region is not a trivial task. The paper presents a certain solution of this problem.
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