• Home
  • Historical notes
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Contacts
en English
  • Українська Українська

UkrainianProfessional Education

  • Submit an article
  • Home
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Search
  • Contacts

Article

  • Read article
  • Download article

Received 05.07.2021

Revised 02.11.2021

Accepted 10.12.2021

Retrieved from Iss. 110, 2021

Pages 60 -68

  • 121 Views

Suggested citation

Neizvestna, N., Khomiak, A., Omelchuk, S., & Malko, М. (2021). INVESTIGATION OF THE INFLUENCE OF SURFACES BETWEEN BASIC STATIONS AND SATISFACTORY RECOGNITION ON THE ACCURACY OF COORDINATING DEFINITIONS. Automobile Roads and Road Construction, (110), 60-68. https://doi.org/10.33744/0365-8171-2021-110-060-068

INVESTIGATION OF THE INFLUENCE OF SURFACES BETWEEN BASIC STATIONS AND SATISFACTORY RECOGNITION ON THE ACCURACY OF COORDINATING DEFINITIONS

Natalia Neizvestna Anna Khomiak Sibilla Omelchuk Marya Malko

Abstract

The distance between different base stations and the mobile receiver, as well as errors of coordinate definitions at different distances between the base station and the mobile receiver are investigated. For reali zation of the set tasks the following methods of research were applied: field measurements, mathematical modeling method and methods of mathematical statistics for the processing of experimental data. The degree of influence of distances between the base station and the satellite receiver on accuracy of coordinate defini tions in RTK-mode is established.

Keywords:

RTK-mode, base station, satellite receiver, errors, GNSS, coordinates, GPS, GLONASS

References

  1. Starostin A.Y. The concept of the trimble's virtual reference station (vrs) and the technology of its step-by-step creation / A.Yu. Starostin / CJSC NPP "Navgeokom" / g. Moscow. / [Electronic resource] / Access mode: http://www.credo-dialogue.com/getattachment/ce89a4a8-abce-4139-b059-2e9a3080f3ff/Kontseptsiaj-seti.aspx, free.

  2. The leading technical material of RTM 68-14-01 satellite technology of geodetic works. Terms and definitions / The Federal Service of Geodesy and Cartography of Russia is the central Order of the "Honorable Mark" Research Institute of Geodesy, Aerial Photography and Cartography. FN Krasovskogo. - Moscow: TsNIIGAiK, 2001

  3. Evstafiev O.V. Organizational-technical measures for the creation of a network of permanently operating satellite reference stations / O.V. Evstafiev / Creation of a regional network of permanently operating satellite stations: a seminar (Ulyanovsk, June 9, 2011) - Ulyanovsk: Engineering Center of GFK, 2001.

  4. Base stations and GPS / [Electronic resource] / Global navigation satellite systems and their terrestrial infrastructure / Access mode: http://www.rogtecmagazine.com/PDF/Issue_013/09_SatelliteSystems.pdf, free. - Zagl. from the screen. - I'm from. Russian, English ..

  5. Gorb A.A. Experimental estimation of the accuracy of the determination of the coordinates diff. mode / A.A. Gorb, R.N. Fedorenko // Modern achievements in geodetic science and production, issue I (17) 2009.

  6. Evstafiev O.V. Ground-based GNSS Infrastructure for Precision Positioning / O.V. Evstafiev / Geoprofi. - 2008. - No. 1. - P. 21-24.

  7. G. Hedling, B. Jonsson, C. Lilje, M. Lilje. SWEPOS® - The Swedish network of permanent gps reference station (Status February 2001)

  8. B. Jonsson, G. Hedling, P. Wiklund. SWEPOS® Network-RTK Services - status, applications and experiences. ION GPS / GNSS 2003, September 9-12, 2003, Portland, Oregon, U.S. - ionswep3091_pub.pdf

  9. EUREF Permanent Networks / [Permanent Networks in Germany and Europe / Access Mode: http://www.epncb.oma.be, free.

  10. Sapos / [Electronic resource] / Satellite Positioning Service of the Geodetic Office of Germany / Access Mode: http://www.sapos.de, free.

  11. DSTU B V.2.7-47 Budivelni materiali. Betoni. Metodi viznachennya morozostiykosti. Zagalni vimogi.

Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2021-110-060-068

Address
01010, Ukraine, Kyiv,
1, M. Omelianovycha-Pavlenka Str.


Email
ntu@arrcjournal.org

Main information
  • Aims and Scope
  • Indexing
  • Terms of Publication
  • Editorial Board
  • Publication Ethics
Additional information
  • Complaints Policy
  • Peer Review Process
  • Open Access Policy
  • Anti-plagiarism Policy
  • Generative AI Policy
  • Archiving