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Experimental justification of implementation of the composite projection in Azerbaijan

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Transnational communication lines differ from other objects of the economy both in form and size, and in the task of their geodetic support, which requires the development of special methods for its solution. One of the ways of geodetic support with high accuracy is the choice of optimal (with minimal distortion) geodetic projection for the territories of transnational communication lines. Composite projection is one of the most appropriate methods to choose the optimal projection. This article presents the argumentation and results of experimental calculations for the implementation of optimal geodetic projection for transnational communication lines in Azerbaijan.
Rocznik
Strony
273--282
Opis fizyczny
Bibliogr. 14 poz., rys., tab.
Twórcy
  • Baku State University, Department of Geodesy and Cartography Baku, 23, Z. Khalilov str., AZ1148, Baku, Azerbaijan Republic
  • Baku State University, Department of Geodesy and Cartography Baku, 23, Z. Khalilov str., AZ1148, Baku, Azerbaijan Republic
Bibliografia
  • [1] Boyko, Y.Q. (2003). High Geodesy. Part 2. Sferoidal geodesy. Moscow: Cartgeosenter-Geodezizdat.
  • [2] Bugayevskiy, L.M. (1998). Mathematical cartography. Moscow: Zlatoust.
  • [3] Evglevsky, I.V. (2005). Selection of the optimal geodesic projections for areas of arbitrary sizes and configurations. Computer Science, 3, 126–134.
  • [4] Gojamanov, M.H. (2011). Studies on the choice of the optimal projection. Materials of the International scientific-practical conference. Tashkent Institute of land reclamation and irrigation. Tashkent. 3–8.
  • [5] Gojamanov, M.H. and Imbabi, A.R. (2010). Selection of the optimal projection for the territory of Arab Republic of Egypt. Proceedings of the BSU branch of the Geographical Society of the Republic of Azerbaijan. Baku: Volume III, 62–72.
  • [6] Gojamanov, M.H., Jafarova, D.B. and Mustaphayeva, E.V. (2007). About geographical center of Azerbaijan. Present and tomorrow of geography. Materials of republican scientific and practical conference, BSU, 181–185 (in Azerbaijani).
  • [7] Ismayılov, A.I. (2018). Selection of optimal geodetic projection for transnational communication projects. Materials of XII Republican scientific conference of PhDs and young researchers. SPUAR, Baku, 36–40.
  • [8] Levchuk, G.P., Novak, V.E. and Lebedev, N.N. (1983). Applied geodesy. Geodetic works in surveys and construction of engineering structures. Moscow: Nedra.
  • [9] Lisichansky, A.S. (1970). Theory of the generalized class of conformal azimuthal-conical projections. Geodesy, Cartography and Aerial Photography, 11, 83–87.
  • [10] Morozov, V.P. (1979). Course sfeoroidal geodesy. Moscow: Nedra.
  • [11] Ogorodova, L.V. (2006). Higher geodesy. Part III. Theoretical geodesy. Moscow: Geodesicartisdat.
  • [12] Patsiya, A.M. (2008). The choice of projection for the territory of the subject of the Russian Federation. Geodesy and Cartography, 7, 45–48.
  • [13] Piskunov, M.E. and Krylov, V.N. (1989). Geodesy in the construction of gas, water and sewer networks and structures. Moscow: Stroyizdat.
  • [14] Podshivalov, V.P. (2000). Compositional geodetic projections. Geodesy and Cartography, 8, 39–43.Moscow: Zlatoust.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1eb5bd5c-9020-47c7-9352-61370211e5e1
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