Analyzing 2D Transforming The Global Coordinates Measured By GNSS To The Syrian Local Coordinates
published by Tishreen University
in 2016
in
and research's language is
العربية
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Abstract in English
The transformation of coordinates between the global coordinate system yield
ellipsoid WGS84 (World Geodetic System 1984) and the local coordinate system yield
ellipsoid Clark1880 in different regions of Syria, is the essential step in the effective use of
GNSS (Global Navigation Satellite Systems) surveying techniques in Syria, and the
transformation occurs with 3D transformation between one ellipsoid and another, or 2D
transformation directly between two planar. The transformation must be understood,
analyzed and tested. The research is about the accuracy of the 2D transformation in small
area to give coordinates can be directly used in different surveying and engineering works,
and about studying the common points number and their distribution effect on
transformation accuracy, and conclude that the biggest effect on transformation accuracy is
for the common points distribution.
References used
(JANSSEN.V. Understanding Coordinate Systems,Datums And Transformations In Australia. Survey Infrastructure and Geodesy, Land and Property Information. NSW Department of Lands-346 Panorama Avenue, Bathurst NSW 2795, Australia, (2009
(GUO.R. Systematical Analysis Of The Transformation Procedures In Baden- Wurttemberg With Least Squares And Total Least Squares Methodes. Master of science thesis. Geodetic Institute, Stuttgart university: Germany, (2007
(OSAH.S. Developing A Gnss Suite For Geodetic Applications. Master of science thesis. The department of geodetic engineering, College of engineering, Kwame Nkrumah university of science and technology: Ghana, (2013