A methodology for transformation between geodetic datums used in Syria

Author:

Shaza Al-Kasem,Al-Razzak Ramadan A.,Hasan Jibrini

Publisher

Elsevier BV

Subject

General Engineering,General Chemical Engineering,Catalysis,Civil and Structural Engineering,Electrical and Electronic Engineering,Mechanical Engineering,Environmental Engineering

Reference10 articles.

1. Boateng, B Kumi, and Ziggah, Y. Yevenyo. 2016. “Accuracy Assessment of Cartesian (X, Y, Z) to Geodetic Coordinates (φ, λ, h) Transformation Procedures in Precise 3D Coordinate Transformation – A Case Study of Ghana Geodetic Reference Network”. J. Geosciences and Geomatics. Vol. 4, No. 1, 1-7. https://doi.org/10.12691/jgg-4-1-1 .

2. Burtch, Robert. 2006. “A Comparison of Methods Used in Rectangular to Geodetic Coordinate Transformations”. ACSM Annual Conference and Technology Exhibition, Orlando, FL.

3. Deakin, Rodney. 2004. ”The Standard and Abridged Molodensky Coordinate Transformation Formulae”. Department of Mathematical and Geospatial Sciences, RMIT University, GPO Box 2476 V, Melbourne VIC 3001, Australia.

4. Featherstone, Will. 1994. An explanation of the Geocentric Datum of Australia and its effect upon future mapping, Cartography, Vol. 23, No. 2,and Vol. 24, No. (1).

5. Gerdan, George.and Deakin, Rodney.1999. ” Transforming Cartesian coordinates X, Y, Z to Geographical coordinates φ, λ, h“. The Australian Surveyor, Vol. 44, No. 1, pp. 55-63.

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