Determination of the vertical displacements of St. Benedikt church in Kančevci

Za potrebe spremljanja višinske stabilnosti cerkve sv. Benedikta v Kančevcih so se na objektu stabilizirali reperji in vzpostavila se je lokalna nivelmanska mreža. V okviru diplomske naloge je bila izvedena ničelna in prva izmera lokalne nivelmanske mreže. Na osnovi obdelave merjenih višinskih razlik se je analizirala a priori ocena natančnosti nivelmanskih izmer. Na osnovi izravnanih višin reperjev in ocene natančnosti določitve višin reperjev so se določili stabilni reperji in višinski pomiki reperjev, ki so bili stabilizirani na cerkvi sv. Benedikta v Kančevcih.In graduate thesis proceedings, results and ascertainments of determination of the vertical displacements of St. Benedikt church in Kančevci are presented. For the purpose of monitoring vertical stability of St. Benedikt church in Kančevci, 19 benchmarks on the church and surrounding buildings were established. Within the graduation thesis we preformed zero and first measurement of the local levelling network. On the basis of the measurements and processing of the measured values – height differences between points, we analyzed the assessment of the accuracy of the measurements. On the basis of adjusted heights of the benchmarks and the assessment of the accuracy of adjusted heights, stable benchmarks and vertical displacements of St. Benedikt church in Kančevci were determined