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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 2. Showing the Computed GeodeticDistance and Azimuth
| Station From | Latitude (Decimal of Degrees) | Longitude (Decimal of Degrees) | Geodetic Distance (meters) | Forward Azimuth (Decimal of Degrees) | Station To SVG |
| SVG GPS002 | 4.80014 | 6.98001 | GPS002 | ||
| SVG GPS002 | 5.03848 | 7.00273 | 26476 | 5.46058 | GPS001 |
| SVG GPS002 | 4.98834 | 7.00544 | 21001.4 | 7.71737 | GPS002 |
| SVG GPS002 | 4.97225 | 6.95118 | 19298.7 | 350.463 | GPS003 |
| SVG GPS002 | 4.98817 | 6.95968 | 20914.3 | 353.811 | GPS004 |
| SVG GPS002 | 4.95378 | 6.94428 | 17445.5 | 346.871 | GPS008 |
| SVG GPS002 | 4.97517 | 6.97196 | 19375.4 | 357.359 | GPS011 |
| SVG GPS002 | 4.95313 | 6.95045 | 17232.3 | 349.033 | GPS012 |
| SVG GPS002 | 4.94971 | 6.95284 | 16811.7 | 349.674 | GPS013 |
| SVG GPS002 | 4.89316 | 6.96472 | 10424.8 | 350.637 | GPS017 |
| SVG GPS002 | 4.87564 | 6.95483 | 8803.36 | 341.503 | GPS021 |
| SVG GPS002 | 4.8766 | 6.95283 | 8976.16 | 340.375 | GPS023 |
| SVG GPS002 | 4.83244 | 6.94489 | 5285.08 | 312.513 | GPS025 |
| SVG GPS002 | 4.83648 | 6.92827 | 7006.18 | 304.998 | GPS027 |
| SVG GPS002 | 4.94228 | 7.00802 | 16021.8 | 11.1801 | GPS031 |
| SVG GPS002 | 4.9351 | 7.05356 | 17008.1 | 28.6606 | GPS035 |
| SVG GPS002 | 4.89461 | 7.07747 | 15033.1 | 45.978 | GPS037 |