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Determination of Deflection of the Vertical Components: Implications on Terrestrial Geodetic Measurement

World Journal of Geomatics and Geosciences | Vol 1, Issue 1

Table 1. Showing a Sample of the Data(Source: Greater Port Harcourt Development Authority, 2009)

STN LAT.(dec. deg) LONG.(dec. deg)EASTINGSNORTHINGSM.S.L.
HEIGHT(m)
ELLIP.
HEIGHT(m)
GPS001 5.03847.0027278562.455557256.88729.51347.654
GPS 02 4.988347.00544278846.155551710.23524.29442.542
GPS 03 4.972256.95118272821.85549949.01820.6338.771
GPS 04 4.988176.95968273770.193551706.97923.09641.357
GPS 05 4.976876.95053272751.332550460.25321.28939.485
GPS 06 4.968426.95077272775.056549525.52820.21838.351
GPS 07 4.954956.94708272361.105548036.89816.47634.627
GPS 08 4.953786.94428272050.092547908.44818.64836.819
GPS 09 4.978026.96892274791.688550581.14720.16538.155
GPS 10 4.976626.97037274952.056550425.80221.44539.661
GPS 11 4.975176.97196275127.938550264.8822.34240.589
GPS 12 4.953146.95045272734.325547834.43417.18135.359
GPS 13 4.949716.95284272998.286547455.33516.5834.766
GPS 14 4.946596.95511273249.041547109.46116.56834.756
GPS 15 4.943016.95738273499.642546712.7116.59234.790