The thesis discusses the comparison of two geoid models for the area of Slovenia, the official model SLOAMG2000 and the test model SLOAMG2010, and the global geoid model EGM08. The precision and compliance analysis in the area of Slovenia has been carried out based on 1200 GNSS/levelling points with defined altitude and ellipsoidal height. The analysis has shown that the best results for Slovenia are given by the test model of the Slovene geoid SLOAMG2010, and the worst results by the global geoid model EGM08.
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