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

Table 6.

Showing the effect of the deflection of thevertical on position determination

Stn Distance(m) Diff. in N Diff. in E Diff. in U

1 1 -0.000019 0.00001338 -0.0000204
2 100 -0.001920 0.00134 -0.000205
3 1000 -0.019200 0.0134 -0.002045
4 10000 -0.192500 0.1338 -0.02045
5 100000 -1.924800 1.3377 -0.2045
6 1000000 -19.248300 13.3765 -2.0446