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Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/10418
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dc.contributor.authorOdumosu, Joseph Olayemi-
dc.contributor.authorKelly, Kevin M-
dc.contributor.authorOmogunloye, O. G-
dc.contributor.authorAdejare, Q. A-
dc.contributor.authorAdeleke, O. O-
dc.contributor.authorOlaniyi, A. M-
dc.date.accessioned2021-07-18T14:34:01Z-
dc.date.available2021-07-18T14:34:01Z-
dc.date.issued2016-
dc.identifier.citationOdumosu et al (2016). Empirical Geoid Modelling using classical Gravimetric method. The XXVII FIG International Congress 2016 Recovery from disaster” Christchurch, New Zealand.2-6May, 2016en_US
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/10418-
dc.descriptionOdumosu, J. O, Kelly, K. M, Omogunloye, O. G, Adejare, Q. A, Adeleke, O. O and Olaniyi, A. M. (2016). Empirical Geoid Modelling using classical Gravimetric method. The XXVII FIG International Congress 2016 Recovery from disaster” Christchurch, New Zealand.2-6May, 2016en_US
dc.description.abstractThis paper presents Gravimetric geoid modelling using the remove-restore-compute approach for Lagos State. The direct method of computation of the stokes integral was used in computing the geoidal undulation from archived gravity anormaly values obtained from BGI. An empirical geoid solution for the study area was thereafter developed from the resulting gravimetric geoid model using least squares technique. The obtained gravimetric geoid had a RMSE of 2.37cm when compared with GPS/Levelling geoid of the same area, while the empirical geoid model had a RMSE of 6.6mm when compared with the Gravimetric Geoid Model.en_US
dc.language.isoenen_US
dc.publisherFederation of International Geomaticians (FIG)en_US
dc.subjectGravimetric Geoiden_US
dc.subjectHeight Systemsen_US
dc.titleEmpirical Geoid Modelling using classical Gravimetric methoden_US
dc.typeOtheren_US
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