An Assessment of the Reliability of the NIGNET Data

Author:

Ayodele E. G.,Okolie C. J.,Mayaki O. A.

Abstract

The Nigerian Geodetic Reference Frame is defined by a number of Continuously Operating Reference Stations (CORS) that constitute the Nigerian GNSS Network (NIGNET). NIGNET is essential for planning and national development with the main goal of ensuring consistency in the geodetic framework both nationally and internationally. Currently, the strength of the network in terms of data reliability has not been adequately studied due to the fact that research into CORS in Nigeria is just evolving, which constitutes a limitation in its applications. Therefore, the aim of this research is to explore the reliability of the 3-dimensional coordinates of NIGNET to inform usability and adequacy for both scientific and practical applications. In particular, this study examines if the 3-dimensional coordinates of NIGNET are equally reliable in terms of positional accuracy. Accordingly, this study utilised GNSS data collected over a period of six years (2011 – 2016) from the network to compute the daily geocentric coordinates of the stations. Exploratory and statistical data analysis techniques were used to understand the magnitude of the errors and the accuracy level in the 3-dimensional coordinates. For this purpose, accuracy metrics such as standard deviation (𝜎), standard error (𝑆𝐸) and root mean square error (RMSE) were computed. While One-way ANOVA was conducted to explore the coordinate differences. The results obtained showed that SE and RMSE ranged from 13.00 − 56.50𝑚𝑚 and 14.38 − 73.16𝑚𝑚 respectively, which signifies high accuracy. Overall, while 88% of the network showed a high level of positional accuracy, the reliability has been compromised due to excessive gaps in the data archiving. Therefore, due attention must be given to NIGNET to achieve its purpose in the provision of accurate information for various geospatial applications. Also, any efforts directed at understanding the practical implications of NIGNET must be well-embraced for the realization of its set objectives.

Publisher

University of Benin - Faculty of Environmental Sciences

Subject

Management, Monitoring, Policy and Law,Geography, Planning and Development

Reference13 articles.

1. Ayodele, E.G., Okolie, C.J., Ezeigbo, C.U. and Fajemirokun, F.A. (2017). Evaluation of Continuously Operating Stations (CORS) Data for the Definition of Nigerian Geodetic Reference Frame. Paper presented at the Nigerian Association of Geodesy General Assembly/Conference, Port-Harcourt.

2. Burns, D. and Sarib, R. (2010). Standards and Practices for GNSS CORS Infrastructure, Networks, Techniques and Applications. FIG Congress 2010. Sydney, Australia, 11-16 April 2010.

3. Chai, T. and Draxler, R.R. (2014). Root mean square error (RMSE) or mean absolute error (MAE)? – Arguments against avoiding RMSE in the literature. Manuscript prepared for Geosci. Model Dev. Discuss. with version 4.1 of the LATEX class copernicus discussions.cls. Date: 1 May 2014

4. Fajemirokun, F.A. (2009). Benefits of GNSS/AFREF NIGNET Project. Presented at the International Awareness Conference on CORS using GNSS, Abuja 2009.

5. ICSM (2014). Guideline for Continuously Operating Reference Stations Special Publication 1, Version 2.1. Intergovernmental Committee on Surveying and Mapping (ICSM) – Permanent Committee on Geodesy

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1. Monitoring the Short-term Variations in the Stability of the Nigerian GNSS CORS Diurnal Coordinates;Nigerian Journal of Environmental Sciences and Technology;2021-10

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