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Coordinate Transformation between Global and Local Datums Based on Artificial Neural Network with K-Fold Cross-Validation: A Case Study, Ghana
Transformación coordinada entre información global y local basada en Redes Neuronales Artificiales con validación cruzada de k-iteraciones en Ghana
DOI:
https://doi.org/10.15446/esrj.v23n1.63860Keywords:
Radial basis function neural network, Bursa-Wolf model, K-fold cross-validation, Coordinate transformation, Statistical Resampling (en)función de base radial en redes neuronales, modelo Bursa-Wolf, validación cruzada de k-iteracciones, transformación coordinada, remuestreo estadístico, (es)
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La popularidad de la metodología de Redes Neuronales Artificiales está en crecimiento en varias áreas en geodesia y en las ciencias geoespaciales. Su capacidad de realizar una transformación coordinada entre diferente información ha sido bien documentada en la literatura. En la aplicación de métodos de Redes Neuronales Artificiales para la transformación coordinada solo se ha evaluado el desempeño del enfoque de prueba de adiestramiento (validación cruzada por método de retención). En este punto, la información se divide en dos subconjuntos diferentes: adiestramiento (modelo de construcción) y verificación (modelo de validación). Sin embargo, una desventaja en el procedimiento de validación cruzada por método de retención es inapropiada durante la división de información. Una partición no adecuada en la información podría llevar a una gran diferencia o a un sesgo en los resultados generados. Además, ante una situación de un conjunto de datos disperso la validación cruzada por método de retención no es adecuada. Por estas razones se recomienda la validación cruzada de k-iteraciones. Por consiguiente, este estudio, por primera vez, explora el potencial de usar el método por validación cruzada de k-iteraciones en la evaluación de ejecución de la función de base radial en redes neuronales y el modelo Bursa-Wolf en una situación de información insuficiente en la red de referencia geodética de Ghana. El análisis estadístico de los resultados muestra que una partición incorrecta de información puede llevar a un registro falso en la ejecución predictiva del modelo de transformación. Los resultados demuestran que la función radial y el modelo Bursa-Wolf producen un error posicional de media cuadrática horizontal de 0.797 m y 1.182 m, respectivamente. Los resultados del modelo radial por la medición cadastral concuerdan con los requerimientos del plan de producción instaurados por la divisón de mapeo del servicio geológico de Ghana. Este estudio contribuirá en la usabilidad del método de validación cruzada de k-iteracciones en países en desarrollo que tienen conjuntos de datos dispersos, como Ghana, y en las ciencias geodésicas donde los usuarios de redes neuronales casi nunca aplican la técnica estadística de remuestreo.
References
Annan, R. F., Ziggah, Y. Y., Ayer, J., & Odutola, C.A. (2016). A Hybridized Centroid Technique for 3D Molodensky-Badekas Coordinate Transformation in the Ghana Geodetic Reference Network using Total Least Squares Approach. South African Journal of Geomatics, 5, 3, 269-284.
Ayer, J. (2008). Transformation models and procedures for framework integration of Ghana geodetic network. The Ghana Surveyor, 1, 52-58.
Ayer, J., & Fosu, C. (2008). Map coordinates referencing and the use of GPS datasets in Ghana. Journal of Science and Technology, 28, 116-127.
Badekas, J. (1969). Investigations related to the establishment of a World Geodetic System. Technical Report. The Ohio State University, Deparment of Geodetic Science, Columbus, Ohio State, USA.
Baabereyir, A. (2009). Urban environmental problems in Ghana: case study of social and environmental injustice in solid waste management in Accra and Sekondi-Takoradi. PhD Dissertation, University of Nottingham, UK.
Bengio, Y., & Grandvalet, Y. (2004). No unbiased estimator of the variance of K-fold cross-validation. Journal of Machine Learning Research, 5, 1089-1105.
Berry, L. (1995). Ghana: a country study. 3rd Edition. Federal Research Division, Library of Congress, USA.
Bowring, B.R. (1976). Transformation from spatial to geographical coordinates. Survey Review, 181, 323–327.
Burman, P. (1989). A comparative study of ordinary cross-validation, v-fold cross-validation and the repeated learning-testing methods. Biometrika, 76, 503-514.
Bursa, M. (1962). The theory of the determination of the nonparallelism of the minor axis of the reference ellipsoid, Polar axis of the Earth, and initial astronomical and geodetic meridians from observation of artificial Earth satellites. Studia Geophysica et Geodaetica, 6, 209-214.
Constantin-Octavian, A. (2006). 3D Affine coordinate transformations. Master of Science Thesis in Geodesy No. 3091 TRITA-GIT EX 06-004, School of Architecture and the Built Environment, Royal Institute of Technology (KTH), 100 44 Stockholm, Sweden.
Deakin, R. E. (2006). A Note on the Bursa-Wolf and Molodensky-Badekas Transformations. Technical Report, School of Mathematical and Geospatial Sciences, RMIT University, 1-21.
Dzidefo, A. (2011). Determination of transformation parameters between the World Geodetic System 1984 and the Ghana geodetic network. Masters Thesis, Kwame Nkrumah University of Science and Technology, Ghana.
ElSayed, M. S., & Ali, A. H. (2016). Performance Evaluation of Applying Fuzzy Multiple Regression Model to TLS in the Geodetic Coordinate Transformation. American Scientific Research Journal for Engineering, Technology and Sciences, 36-50.
Featherstone, W.E. (1996). A revised explanation of the Geocentric Datum of Australia and its effect upon mapping. The Australian Surveyor, 41, 121-130.
Fosu, C., Poku-Gyamfi, Y., & Hein, W. G. (2006). Global Navigation Satellite System (GNSS) - A Utility for Sustainable Development in Africa. 5th FIG Regional Conference on Promoting Land Administration and Good Governance, Workshop – AFREF I, Accra, Ghana, 1-12.
Ghilani, C. D. (2010). Adjustment Computations: Spatial Data Analysis. 5th Edition. John Wiley and Sons Inc., Hoboken, New Jersey, USA.
Golub, G. H., & Reinsch, C. (1970). Singular Value Decomposition and Least Squares Solutions. Numerische Mathematik, 14, 5, 403-420.
Gullu, M. (2010). Coordinate Transformation by Radial Basis Function Neural Network. Scientific Research and Essays, 5, 3141-3146.
Gullu, M., Yilmaz, M., Yilmaz, I., & Turgut, B. (2011). Datum Transformation by Artificial Neural Networks for Geographic Information Systems Applications. International Symposium on Environmental Protection and Planning: Geographic Information Systems (GIS) and Remote Sensing (RS) Applications (ISEPP), Izmir-Turkey, 13-19.
Heiskanen, A. W., & Moritz, H. (1967). Physical Geodesy. San Francisco: W.H. Freeman and Co Ltd.
Jain, T., Singh, S. N., & Srivastava, S. C. (2011). Fast static available transfer capability determination using radial basis function neural network. Applied Soft Computing, 11, 2756-2764.
Jung, Y., & Hu, J. (2015). A K-fold averaging cross-validation procedure. Journal of nonparametric statistics, 27, 167-179.
Kohavi, R. (1995). A study of cross-validation and bootstrap for accuracy estimation and model selection. IJCAI’95 proceedings of the 14th international joint Conference on Artificial Intelligence, 2, 1137-1143.
Konakoğlu, B., & Gökalp, E. (2016). A Study on 2D similarity transformation using multilayer perceptron neural networks and a performance comparison with conventional and robust outlier detection methods. Acta Montanistica Slovaca, 21, 4, 324-332.
Konakoğlu, B., Cakir, L., & Gökalp, E. (2016). 2D coordinates transformation using artificial neural networks. Geo Advances 2016: ISPRS Workshop on Multi-dimensional & Multi-scale Spatial Data Modeling, At Mimar Sinan Fine Arts University/Istanbul, Volume XLII-2/W1: 3rd International GeoAdvances Workshop.
Konaté, A. A., Pan, H., Fang, S., Asim, S., Ziggah, Y. Y., Deng, C., & Khan, N. (2015). Capability of self-organizing map neural network in geophysical log data classification: Case study from the CCSD-MH. Journal of Applied Geophysics, 118, 37-46.
Kotzev, V. (2013). Consultancy Service for the Selection of a New Projection System for Ghana. Technical Draft Final Reports, World Bank Second Land Administration Project (LAP-2), Ghana.
Kumi-Boateng, B., & Ziggah, Y. Y. (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. Journal of Geosciences and Geomatics, 4, 1-7.
Laari, P. B., Ziggah, Y. Y., & Annan, R. F (2016). Determination of 3D Transformation Parameters for the Ghana Geodetic Reference Network using Ordinary Least Squares and Total Least Squares Techniques. International Journal of Geomatics and Geosciences, 7, 3, 245-261.
Lin, L. S., & Wang, Y. J. (2006). A Study on Cadastral Coordinate Transformation using Artificial Neural Network. Proceedings of the 27th Asian Conference on Remote Sensing, Ulaanbaatar, Mongolia, 1-6.
Markovsky, I., & Van Huffel, S. (2007). Overview of Total Least-Squares. Signal Processing, 87, 2283-2302.
Mihalache, R. M. (2012). Coordinate transformation for integrating map information in the new geocentric European system using artificial neural networks. GeoCAD, 1-8.
Molodensky, M. S., Yeremeyev, V., & Yurkina, M. (1962). Methods for study of the external Gravitational Field and Figure of the Earth. Technical report Office of Technical services, US Deparment of Commerce, Israel Program for Scientific Translations, Jerusalem, Israel, 248 pp (Russian).
Mugnier, J. C. (2000). OGP-Coordinate conversions and Transformations including formulae. COLUMN, Grids and Datums, The Republic of Ghana. Photogrammetric Engineering and Remote Sensing, 695-697.
Muller, V. A., & Hemond, F. H. (2013). Extended artificial neural networks: incorporation of a priori chemical knowledge enables use of ion selective electrodes for in-situ measurement of ions at environmentally relevant levels. Talanta, 117, 112–118.
Paredes-Hernández, C. U., Salinas-Castillo, W. E., Guevara-Cortina, F., & Martínez-Becerra, X. (2013). Horizontal positional accuracy of Google Earth’s imagery over rural areas: a study case in Tamaulipas, Mexico. The Bulletin of Geodetic Sciences, 19, 588-601.
Poku-Gyamfi, Y. (2009). Establishment of GPS Reference Network in Ghana. PhD Dissertation, Universitat der Bundeswehr Munchen, Germany.
Reitermanová, Z. (2010). Data Splitting. In: Šafránková, J. and Pavlu, J. (Eds.), WDS 2010 proceedings of contributed papers, Part I: Mathematics and Computer Sciences, Matfyzpress, Prague, 31-36.
Stone, M. (1974). Cross-validatory choice and assessment of statistical predictions. Journal of the Royal Statistical Society: Series B (Statistical Methodology), 36, 111–147.
Tierra, A., Dalazoana, R., & De Freitas, S. (2008). Using an Artificial Neural Network to Improve the Transformation of Coordinates between Classical Geodetic Reference Frames. Computers and Geosciences, 34, 181-189.
Tierra, A. R., De Freitas, S. R. C., & Guevara, P. M. (2009). Using an Artificial Neural Network to Transformation of Coordinates from PSAD56 to SIRGAS95. In: Drewes H. (Ed.), Geodetic Reference Frames. International Association of Geodesy Symposia, 134:173-178, Springer-Verlag Berlin Heidelberg, Germany.
Tierra, A., & Romero, R. (2014). Planes Coordinates Transformation between PSAD56 to SIRGAS using a Multilayer Artificial Neural Network. Geodesy and Cartography, 63, 199-209.
Turgut, B. (2010). A Back-Propagation Artificial Neural Network Approach for Three-Dimensional Coordinate Transformation. Scientific Research and Essays, 5, 3330-3335.
Urolagin, S., Prema, K. V., & Subba Reddy, N. V. (2011). Generalization Capability of Artificial Neural Network Incorporated with Pruning Method. In: Thilagam, P. S., Pias, A. R., Chandrasekaran, K. and Balakrishnan, N. (Eds.), Advanced Computing, Networking and Security. Lecture Notes in Computer Science, 7135, 171-178, Springer Berlin Heidelberg, Germany.
Van Huffel, S., & Vandewalle, J. (1991). The Total Least Squares Problem – Computational Aspects and Analysis, Frontiers in Applied Mathematics. SIAM, USA.
Varga, M., Grgić, M., & Bašić, T. (2017). Empirical comparison of the Geodetic Coordinate Transformation Models: a case study of Croatia. Survey Review, 49, 352, 15-27.
Veis, G. (1960). Geodetic uses of artificial satellites. Smithsonian contributions to Astrophysics, 3, 95-159.
Wolf, H. (1963). Geometric connection and reorientation of three-dimensional triangulation nets. Bulletin of Geodesy, 68, 165-169.
Yakubu, I., & Kumi-Boateng, B. (2015). Ramification of datum and ellipsoidal parameters on post processed differential global positioning system (DGPS) data – A case study. Ghana Mining Journal, 15, 1-9.
Yang, Y. X. (2009). Chinese geodetic coordinate system 2000. Chinese Science Bulletin, 54, 2714-2721.
Yilmaz, I., & Gullu, M. (2012). Georeferencing of Historical Maps using back propagation artificial neural network. Experimental Techniques, 36, 15-19.
Zaletnyik, P. (2004). Coordinate Transformation with Neural Networks and with Polynomials in Hungary. International Symposium on Modern Technologies, Education and Professional Practice in Geodesy and Related Fields, Sofia, Bulgaria, 471-479.
Ziggah, Y. Y., Youjian, H., Tierra, A., Konaté, A. A. & Hui, Z. (2016). Performance evaluation of artificial neural networks for planimetric coordinate transformation—a case study, Ghana. Arabian Journal of Geosciences, 9, 17,698, 1-16.
Ziggah, Y. Y., Youjian, H., Odutola, C. A., & Fan, D. L. (2013a). Determination of GPS Coordinate Transformation Parameters of Geodetic data between Reference Datums - A Case Study of Ghana Geodetic Reference Network. International Journal of Engineering Sciences & Research Technology, 2, 956-971.
Ziggah, Y. Y., Youjian, H., Odutola, C. A., & Nguyen, T. T. (2013b). Accuracy assessment of centroid computation methods in precise GPS coordinates transformation parameters determination- A case study, Ghana. European Scientific Journal, 9, 1857-7431.
Ziggah, Y. Y., Youjian, H., Laari, P. B., & Hui, Z. (2017a). Novel approach to improve geocentric translation model performance using artificial neural network technology. Boletim de Ciências Geodésicas, 23, 1, 213-233.
Ziggah, Y. Y., Ayer, J., Laari, P. B., & Frimpong, E. (2017b). Coordinate transformation using Featherstone and Vaníček proposed approach - a case study of Ghana geodetic reference network. Geoplanning: Journal of Geomatics and Planning, 4,
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