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An assessment of seasonal variations in the cref cors at the University of Lagos

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Continuously Operating Reference Stations (CORS) are reference stations of the Global Navigation Satellite System (GNSS), providing fundamental positioning infrastructure that is accurate and reliable. As such, CORS are designed to meet the needs of a wide range of users requiring high three-dimensional (3D) positional accuracy. The Continuously Operating Reference Station at the Engineering Faculty (CREF), University of Lagos was set up in order to support research applications in Surveying, Mapping and Geodesy. This study evaluates the seasonal variations in the 3D coordinates of CREF using metrics such as coordinate differences, Standard Deviation (SD) and Standard Error (SE). The Canadian Spatial Reference System (CSRS), known as CSRS – Precise Point Positioning (CSRS-PPP) was used to compute the station’s daily coordinates over a three-year period from 2016 to 2018. In the analysis, the daily coordinates were divided into two seasons - the wet and the dry. The results obtained show that the dry and the wet seasons had SDs (5.4 mm, 3.9 mm, and 2.0 mm) and (5.2 mm, 18.6 mm and 14.4 mm) in the x, y and z-directions respectively. Generally, the dry season presents a better result than the wet season as revealed by the accuracy metrics. These results have led to an increased understanding of the seasonal variability inherent in the data acquired by GNSS CORS, and must be taken into consideration: in particular, for GNSS applications such as the weather prediction and water vapour estimation. This study concludes that more needs to be done regarding the maintenance of CREF to ensure data continuity and reliability for geodetic studies.
Słowa kluczowe
PL
GNSS   CORS   CREF   CSRS-PPP  
Rocznik
Tom
Strony
63--77
Opis fizyczny
Bibliogr. 29 poz., rys., tab.
Twórcy
  • University of Lagos Department of Surveying and Geoinformatics Lagos, Nigeria
  • University of Lagos Department of Surveying and Geoinformatics Lagos, Nigeria
  • University of Lagos Department of Surveying and Geoinformatics Lagos, Nigeria
  • University of Lagos Department of Surveying and Geoinformatics Lagos, Nigeria
  • University of Lagos Department of Surveying and Geoinformatics Lagos, Nigeria
  • University of Lagos Department of Surveying and Geoinformatics Lagos, Nigeria
  • University of Lagos Department of Surveying and Geoinformatics Lagos, Nigeria
Bibliografia
  • Ayodele E.G., Okolie C.J., Ezeigbo C.U., Fajemirokun F.A. 2017. Evaluation of Continuously Operating Reference Stations (CORS) Data for the Definition of Nigerian Geodetic Reference Frame. Paper presented at the Nigerian Association of Geodesy 2017 General Assembly/Conference, Port-Harcourt, Nigeria. DOI: 10.13140/RG.2.2.17375.82085/1
  • Ayodele E.G., Okolie C.J., Mayaki O.A. 2019. An Assessment of the Reliability of the NIGNET Data. Nigerian Journal of Environmental Sciences and Technology, 3(1), 18–29. https://doi.org/10.36263/nijest.2019.01.0097
  • Cai C. 2009. Precise Point Positioning using Dual-Frequency GPS and GLONASS Measurements. M.Sc.E. thesis. Department of Geomatics Engineering, Technical Report No. 20291, University of Calgary, Alberta, Canada.
  • Crawley M.J. 2005. Statistics: An Introduction using R. John Wiley and Sons Ltd, West Sussex, England.
  • Dach R., Lutz S., Walser P., Fridez P. 2015. Bernese GNSS Software Version 5.2. User manual of the Bernese GNSS Software, Version 5.2. http://www.bernese.unibe.ch/docs/DOCU52.pdf
  • Dodo J., Yakuba T., Ojigi L., Tsebeje S. 2013. Determination of the best-fit tropospheric delay model on the Nigerian Permanent GNSS Network (NigNet). GNSS Positioning and Measurement II and Remote Sensing, 6525, 6–10.
  • Fasona M., Omojola A., Odunuga S., Tejuoso O., Amogu N. 2005. An appraisal of sustainable water management solutions for large cities in developing countries through GIS: The case of Lagos, Nigeria. Proceeding of the Symposium S2 Held during the 7th IAHS Scientific Assembly, Foz do Iguaçu, Brazil, 3–9 April 2005, 49–57.
  • Grejner-Brzezinska D.A. 2009. Mapping and Surveying. Presented at the First Workshop on Satellite Navigation Science and Technology for Africa. Abdus Salam International Centre for Theoretical Physics, Trieste, Italy, March 31, 2009.
  • ICSM 2014. Guideline for Continuously Operating Reference Stations. Intergovernmental Committee on Surveying and Mapping, P.C.O.G. (ed.).
  • Iyiola F., Ogundele R., Oluwadare C., Kufoniyi O. 2013. Integrity Check on Ground Control Points Using NIGNET’s Continuously Operating Reference Stations. FIG Working Week, Abuja, Nigeria.
  • Janssen V. 2009. Precision Rules! How to Establish an AusCORS Site, Position Magazine, Intermedia Group, Pyrmont, NSW, 44.
  • Jatau B., Fernandes R.M., Adebomehin A., Gonçalves N. 2010. NIGNET – The new permanent GNSS network of Nigeria. Proceedings of FIG Congress, 2010.
  • Leandro R.F., Santos M.C., Langley R.B. 2007. GAPS: The GPS Analysis and Positioning Software – A Brief Overview. ION GNSS 20th International Technical Meeting of the Satellite Division. Fort Worth, TX, 1807–1811. http://gaps.gge.unb.ca/publications/iongnss2007.leandro.gaps.pdf
  • Leandro R.F., Santos M.C., Langley R.B. 2010. Analysing GNSS data in Precise Point Positioning Software. GPS Solutions. DOI: 10.1007/s10291-010-0173-9
  • Mayaki A.O., Nikolaidou T., Santos M., Okolie C.J. 2018. Comparing the Nigerian GNSS Reference Network’s Zenith Total Delays from Precise Point Positioning to a Numerical Weather Model. [In:] International Symposium on Advancing Geodesy in a Changing World. International Association of Geodesy Symposia, 149, eds. J. Freymueller, L. Sánchez. Springer, Cham.
  • Mireault Y., Tétreault P., Lahaye P., Héroux P., Kouba J. 2008. Online Precise Point Positioning. A New, Timely Service from Natural Resources Canada. GPS World, September 2008.
  • NRCan. 2019. Precise Point Positioning. https://webapp.geod.nrcan.gc.ca/geod/tools-outils/ppp.php?locale=en (accessed: 4th November, 2019).
  • Nwilo P.C., Dodo J.D., Edozie R.U., Adebomehin A. 2013. The Nigerian Geocentric Datum (NGD2012): Preliminary Results. FIG Working Week 2013 Environment for Sustainability, 6–10.
  • Ocalan T. 2016. Accuracy Assessment of GPS Precise Point Positioning (PPP) Technique using different Web-Based Online Services in a Forest Environment. Prethodno priopćenje – Preliminary communication, Šumarski list, 7–8, 357–368. https://doi.org/10.31298/sl.140.7-8.4
  • Ojeh V.N., Balogun A.A., Okhimamhe A.A. 2016. Urban-Rural Temperature Differences in Lagos. Climate 2016, 4, 29. DOI:10.3390/cli4020029
  • Okolie C.J., Ayodele E.G., Mayaki O.A., Daramola O.E. 2019. Assessing the Position Accuracy of NIGNET using Precise Point Positioning Technique. Manuscript under review.
  • Rizos C. 2007. Alternatives to current GPS-RTK services and some implications for CORS infrastructure and operations. GPS Solutions, 11(3), 151–158.
  • Rizos C. 2008. Multi-Constellation GNSS/RNSS from the Perspective of High Accuracy Users in Australia. Journal of Spatial Sciences, 53, 29–63.
  • Seredovich V.A., Ehigiator-Irughe R., Ehigiator M.O. 2012. PPP Application for estimation of precise point coordinates – case study of a reference station in Nigeria. FIG Working Week, Rome, Italy, 6–10 May 2012. https://www.fig.net/resources/proceedings/fig_proceedings/fig2012/papers/ts02b/TS02B_seredovich_ehigiatorirughe_et_al_5496.pdf
  • Tétreault T., Kouba J., Héroux P., Legree P. 2005. CSRS-PPP: An Internet Service for GPS User Access to the Canadian Spatial Reference Frame. Geomatica, 59, 1, 17–28. https://doi.org/10.5623/geomat-2005-0004
  • UNSW. 2017. What is a CORS Network? The University of New South Wales website. http://www.sage.unsw.edu.au/currentstudents/ug/projects/Gowans/Thesis/What_is_it.html/ (accessed: 28 August, 2017).
  • Urquhart L., Santos M.C., Garcia C.A., Langley R.B., Leandro R.F. 2014. Global Assessment of UNB’s Online Precise Point Positioning Software. [In:] Earth on the Edge: Science for a Sustainable Planet, eds. C. Rizos, P. Willis. Springer-Verlag, Berlin, Heidelberg, 585–589. http://gaps.gge.unb.ca/publications/GlobalAssessmentUNBsPPP.pdf. DOI: 10.1007/978-3-642-37222-3.
  • Winstead A., Norwood S., Fulton J.P., Harbuck T. 2009. Application of CORS in Agriculture. Precision Agriculture Series. Timely Information Web publication.
  • Zumberge J.F., Heflin M.B., Jefferson D.C., Watkins M.M., Webb F.G. 1997. Precise Point Positioning for the Efficient and Robust Analysis of GPS Data from large networks. Journal of Geophysical. Research, 102(B3), 5005–5018.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-03ce67e6-5e0d-47ad-8523-eda154eba1be
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