The diploma thesis describes the procedure of measuring the geodetic network for determining the vectors of displacement of points on Obešnik landslide. We performed two term measurements. With the gyrus method of measuring horizontal directions, where we also measured the zenith distances and parallel lengths, we separately performed horizontal and vertical aligned networks for determination of control points coordinates.
The final result of the processing of the measured values is the calculation of the displacements and coordinate adjustment of the two control points. Based on the results of the alignment, in which we achieved a few millimeter accuracy, we can say that our measurements are in line with the expected accuracy and that the results are satisfactory. Based on calculated sizes and accuracy of the movements, we found that the two control points have moved. The frequency of future measurements will be determined in the future on the basis of geological analyzes, where the results of the two measurements will also be taken into account.
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