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IJSRP, Volume 8, Issue 9, September 2018 Edition [ISSN 2250-3153]



      Oluyori, P. D., Ono, M. N. and Eteje, S. O.

Abstract: Consistency is an important characteristic in height systems which the mean sea level (msl) surface cannot guarantee. Only a geoid surface can provide height consistency. The quality of geoid undulation (N) will obviously affect the resulting orthometric height (H) determined from GNSS. The geoid undulation may be global, regional/national and local. Online software CSRS-PPP was used for post processing rinex data. N^EGM2008was computed from AllTrans EGM2008 geoid calculator while h was used to compute N^GPS from the relationship N= h-H. H is the existing orthometric height. Twenty-four controls with FCT 260 P as base reference station were used for this study. The computed standard deviation of differences inN^GPS- N^EGM2008 (σ) is used as accuracy indicator and σ

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Oluyori, P. D., Ono, M. N. and Eteje, S. O. (2018); Computations of Geoid Undulation from Comparison of GNSS/Levelling with EGM 2008 for Geodetic Applications; International Journal of Scientific and Research Publications (IJSRP) 8(9) (ISSN: 2250-3153), DOI: http://dx.doi.org/10.29322/IJSRP.8.10.2018.p8230

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