A comparison of two well known models for 7-parameter transformation

Australian Surveyor

Volumn 47, Issue 1, 2002, Pages 24-30

  Kutoglu, Hakan S ^a   Mekik, Cetin ^a   Akcin, Hakan ^a  

^a ZONGULDAK KARAELMAS UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

GPS; NUMERICAL MODEL; SURVEYING;

EID: 0036628367     PISSN: 00050326     EISSN: None     Source Type: Journal    
DOI: 10.1080/00050356.2002.10558839     Document Type: Article

References (10)

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3. Featherstone, W., Vanicek, P., 1999. The Role of Coordinate Systems, Coordinates and Heights in Horizontal Datum Transformations, The Australian Surveyor, Vol. 44, No. 42, p. 143-149.
4. HGK (Harita Genel Komutanligi), 1997. Ankara GPS Test Agi, Publication No: 97/1, Ankara.
5. ITU (Istanbul Technical University), 1996-a. GPS Teknigi ile Izmir Metropolitan Nirengi Agi Siklastirma ve Iyilestirme Projesi, Izmir.
6. ITU (Istanbul Technical University), 1996-b. Zonguldak GPS Agi Projesi, Istanbul.
7. Ring, R.W., Masters, E.G., Rizos, C., Stolz, A., Collins, J., 1987. Surveying With Global Positioning System, Ferd. Dümmlers Verlag, Bonn.
8. Simsek, M., 1995. Uydu Tekniklerinin Ag Siklastirmasinda Kullanilabilirligi Üzerine Bir Arastirma, Doktora Tezi, Y.T.Ü Fen Bilimleri Enstitüsü, Istanbul.
9. Welsch, W.M., Oswald, W., 1984. Kombinierte Ausgleichung von Doppler-Satellitennetzen und Terrestrischen Netzen, Schriftenreihe der Hoschschule der Bundeswehr München, Heft 15, München.
10. Wolf, H., 1963. Geometric Connection And Re-orientation Of Three Dimensional Triangulation Nets, Bulletin Geodesy, 68, p. 165-169.