20.500.12556/DKUM-63692 VEČKRATNA IZMERA IN IZRAVNAVA NIVELMANSKE ZANKE MARIBOR SMETANOVA - JUG MEASUREMENT AND ALIGNMENT OF THE LEVELING LOOP IN MARIBOR SMETANOVA - SOUTH V diplomski nalogi smo v prvem delu opisali zgodovino geodezije in dveh uporabljenih geodetskih instrumentov. V drugem delu diplomskega dela smo izpostavili namen diplomskega dela, ki je primerjati pridobljene podatke s pomočjo uporabe geodetskih instrumentov. Uporabili smo dva instrumenta: optični (klasični) nivelir Nikon AE-7C in elektronski (digitalni) nivelirLeica Sprinter 100M, katera smo v nadaljevanju tudi opisali. Sledi opis večkratne izmere in izravnave nivelmanske zanke. Cilj naloge je primerjati natančnost rezultatov za oba nivelirja na podlagi analize meritev pridobljenih na terenu. V tretjem delu diplomskega dela smo namreč prikazali te rezultate in analizo meritev. Opisali sem napake in vrste pogreškov, ki so se pojavili zaradi nenatančnosti. Na podlagi določevanja višinskih razlik, smo na koncu izravnali višinsko izmero nivelmanske zanke s pomočjo računalniškega programa Columbus 3.8. Končne rezultate smo primerjali med seboj in jih analizirali. Diplomsko delo smo zaključili s sklepom in podanim predlogom izboljšave meritev. In the first part of the diploma work we described the history of geodesy and two used geodetic instruments. In the second part of the diploma work we highlighted the purpose of the diploma work, which is to compare data obtained by the use of geodetic instruments. We used two instruments: optical (classical) levelling instrument NIKON AE-7C and electronic (digital) levelling instrument Leica Sprinter 100M, which are also described. Follows a description of multiple measurements and levelling the levelling loop. The aim of the diploma work is to compare the accuracy of results for both levelling instruments on the basis of the analysis of the measurements obtained in the field. In the third part of the diploma work we presented these results and the analysis of the measurements. We described mistakes and types of errors that occurred due to inaccuracy. At the end, based on determining height differences, we compensated height measurement of the levelling loop with the help of a computer program Columbus 3.8. Final results we compared and analysed. The diploma work was completed with a conclusion and we stated suggestions for improving measurements. geodezija geodetska oprema primerjava pomika niveliranje geodesy surveying equipment deflection comparison levelling true true false [K. Vuk] Slovenski jezik Angleški jezik Diplomsko delo 2016-09-14 20:39:38 2016-09-26 14:54:32 2022-07-03 03:06:28 2019-07-11 13:29:04 2016 0 Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 528.422(043.2) 20513046 URN:SI:UM:DK:B5A2AJXN VS_Vuk_Katja_2016.pdf VS_Vuk_Katja_2016.pdf 1 D4E00E0040556853E8ED5D7EDCA62808 997ff5c45f9723118e1a2a7196688d9eec912dd83f33c91c40c2949920311669 779d7caf-7c0d-11eb-bb7a-00155d0001ca https://dk.um.si/Dokument.php?lang=slv&id=104472 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0