A Comparative Study between the 7 and 9 Transformation Models. Case Study: the Algerian North-Sahara System
DOI:
https://doi.org/10.11137/1982-3908_2025_48_62268Keywords:
Simplified form, Linearized formAbstract
One of the preoccupations of geodetic sciences is the transformation of coordinates between reference systems (datum). The link between two datum can be the transformation parameters if we use a similarity transformation model such as the Bursa-Wolf model, known also in the literature as the Helmert transformation. In this paper, the simplified and linearized forms of the 7 and 9 parameters transformation models between geodetic datum are compared. The objective of this comparison is the selection of the best form and model for transformation between the World Geodetic System 1984 (WGS84), the reference of the Global Positioning System (GPS), and the Algerian North Sahara 1959 (NS59) local datum. To attain this objective, eleven support points distributed in the north of Algeria between -2.22° to 8.24° in longitude and 27.23° to 36.49° in latitude are used. In order to examine the performance of these parameters, a transformation test is carried out at seven control points located in the Oran region. The results obtained show almost similar values between the simplified and linearized forms of the 7 and 9 transformation models; the simplified form is easy to use and to implement in software but the linearized form is effective when there is a large rotation between geodetic reference systems. Additionally, there are no significant differences between the transformation results obtained by the 7 and 9 transformation models.
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Al-Saedi, A.S.J., Shnewer, F.M. & Falih, K.T. 2024, 'Converting coordinates between the local Geodetic Reference and the Global Geodetic Reference for selective sites in Babil province,' Ecological Engineering & Environmental Technology, vol. 25, no. 4, pp. 38–44, DOI:10.12912/27197050/182902.
Andrei, C.O. 2006, ‘3D affine coordinate transformations’, Masters of Science, School of Architecture and the Built Environment, Royal Institute of Technology (KTH), Stockholm, Sweden, viewed 1 July 2024, http://learning.aols.org/aols/3D_Affine_Coordinate_Transformations.pdf.
Awange, J.L., Bae, K.H. & Claessens, S. 2008, 'Procrustean solution of the 9-parameter transformation problem. Earth', Planets and Space, vol. 60, no. 6, pp. 529-537, DOI:10.1186/BF03353115.
Deakin, R.E. 1998, ‘3D Coordinate Transformations’, Surveying and Land Information Systems, vol. 58, no. 4, dec. 1998, pp. 223-34.
Deakin, R.E. 2006, ‘A note on the Bursa-Wolf and Molodensky-Badekas transformations’, School of Mathematical and Geospatial Sciences, RMIT University, DOI:10.1186/BF03353115
Fan, H. 2009, ‘Direct solution of three-dimensional coordinate transformation parameters’, Department of Geodesy, Royal Institute of Technology, UDC 528.2, Sweden.
Gullu, M., Yilmaz, M. & Baybura, T. 2017, ‘Comparative Analysis of Least-squares Approaches for 3D Datum Transformation in Western Turkey’, Afyon Kocatepe University Journal of Sciences and Engineering, vol. 17, pp. 1019-1029, DOI: 10.5578/fmbd.66171
Harvey, B.R. 1986, ‘Transformation of 3D Coordinates’, The Australian Surveyor, vol. 33, no. 2, pp. 105-125.
INCT. 2007, ‘Report of Algeria, National Institute of Cartography and Remote Sensing’, Proceedings of XXIV IUGG General Assembly, Perugia, Italy, 2-13 July, viewed 1 July 2024, https://www.iag-aig.org/doc/5c8298b034aa0.pdf
INCT. 2013, ‘National Institute of Cartography and Remote Sensing, Country Report: Algeria’, High-level forum on global geospatial management information, Second Forum, Doha, Qatar, viewed 1 July 2024, https://ggim.un.org/country-reports/documents/Algeria-2013-country-report.pdf
Khaldi, M. 1999, ‘Geodetic work in Algeria from 1830 to 1998, Les Travaux Géodésiques en Algérie de 1830 à 1998’, Bulletin des Sciences Géographies/ Bulletin of Geographical Sciences, vol. 7, no. 3, pp. 31-33, viewed 1 July 2024, https://www.asjp.cerist.dz/en/article/196935
Kutoglu, H.S., Mekik, C. & Akcin, H. A. 2002, ‘Comparison of Two Well Known Models for 7- Parameter Transformation’, The Australian Surveyor, vol. 47, no. 1, pp. 24-30, DOI:10.1080/00050356.2002.10558839
Medjahed, S.A. 2023, 'Study of the geometry influence of the support points in coordonates transformation: application from WGS84 to NS59 datum’, Boletim de Ciencias Geodesicas, vol. 29, no. 3, e2023001, DOI:10.1590/s1982-21702023000100001
Mugnier, C.J. 2019, ‘Democratic and Popular Republic of Algeria’, Photogrammetric Engineering & Remote Sensing, vol. 85, no. 07, pp. 475–478, DOI:10.14358/PERS.85.7.475
NIMA. 2000, ‘WGS84: Its Definition and Relationships with Local Geodetic Systems, Naional Imagery and Mapping Agency’, Technical Report, Third Edition, TR8350.2, viewed 1 July 2024, https://gis-lab.info/docs/nima-tr8350.2-wgs84fin.pdf
Paláncz, B. & Piroska, Z. 2011, ‘A symbolic solution of a 3D affine transformation’, The Mathematica Journal, vol. 13, viewed 1 July 2024, https://content.wolfram.com/sites/19/2011/06/Palancz.pdf
Ruffhead, C. 2021, ‘Investigation into the accuracy and practicality of methods for transforming coordinates between geodetic datums’, PhD. Thesis of Philosophy, University of East London, DOI:10.15123/uel.89w80.
Tao, W., Hua, X. & Feng, S. 2020, ‘Performing 3D similarity transformation with large rotation angles using constrained multivariate total least squares’, Boletim de Ciências Geodésicas, vol. 26, no 4, DOI:10.1590/s1982-21702020000400021.
Touam, S, Kahlouche, S., Rami, A., Gourine, B., Benahmed Daho, S.A., Abdelaoui, H. & Omrane, N. 2013, ‘Refection of National Geodetic Infrastructure Using GNSS Technique’, Croatia Workshop on the Applications of GNSS, Baška, 21 – 25 April 2013, viewed 1 July 2024, https://www.unoosa.org/documents/pdf/psa/activities/2013/croatia/3.3.pdf
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