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

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