The concept of repeatability is frequently encountered in geodesy. The aim of this thesis is to analyze the repeatability of coordinate determination within a precise geodetic network. Five measurement campaigns were conducted, ensuring consistent measurement conditions, methods, and instrumentation across all sessions. The measurements were processed, and the network was adjusted using the least-squares method. Subsequently, coordinate differences and displacements were calculated. The results are presented in both tabular and graphical formats. Measurement repeatability was assessed in two ways: by calculating repeatability based on deviations from mean coordinate values and by performing a statistical analysis of displacements. The average repeatability, calculated from these deviations, is 0,11 mm in the y-direction, 0,18 mm in the x-direction, and 0,21 mm in terms of positional accuracy. These values are comparable to the precision of coordinate determination—an expected outcome for precise measurements—leading to the conclusion that repeatability is good. Statistical analysis using a classical test revealed statistically significant displacements at all points under consideration, whereas analysis based on a simulated distribution function indicated statistically significant displacements only at points 4 and FGG3J. A comparison of the two assessment methods shows consistent results. The methods complement each other: the first provides a general assessment of the quality of coordinate determination, while the second enables a more detailed analysis of the observed deviations. The results thus confirm the high quality of the measurements performed and the good repeatability of coordinate determination within the geodetic network under consideration.
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