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Izmera kalibracijske baze za geodetske merske sisteme : diplomska naloga
ID Uršič, Tadej (Author), ID Ambrožič, Tomaž (Mentor) More about this mentor... This link opens in a new window, ID Kregar, Klemen (Co-mentor)

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MD5: A41607B029913D24B1F31BBF39D5AC68
PID: 20.500.12556/rul/5f92d1d2-b9cc-4270-8796-4d8e78c026bc

Abstract
V sodobni geodeziji se zelo razvija področje laserskega skeniranja. Če želimo opravljati kakršne koli raziskave na tem področju, potrebujemo bazo. V tej nalogi smo želeli izmeriti in določiti koordinate točk taki bazi. . Glavni cilj je bil določiti koordinate stojiščem in tarčam. Izračunali smo lokalne koordinate. Opazovanja smo izvedli z elektronskim tahimetrom visoke natančnosti in opazovanjem smeri v treh girusih. Sledila je izravnava ter določitev koordinat in njihove natančnosti.

Language:Slovenian
Keywords:geodezija, VSŠ, diplomska dela, kalibracijska baza, terestrični laserski skener, graduation thesis, geodesy, thecalibration base, terrestrial laser scanners
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[T. Uršič]
Year:2012
Number of pages:XI, 38 str., 6 pril.
PID:20.500.12556/RUL-32691 This link opens in a new window
UDC:528.5(043.2)
COBISS.SI-ID:6124641 This link opens in a new window
Publication date in RUL:10.07.2015
Views:2282
Downloads:483
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Secondary language

Language:English
Title:Measurement of the calibration base for geodetic measurement systems
Abstract:
Modern geodesy has undergone intensive development in the field of terrestrial laser scanning. If one wants to perform any research in this field, a basis is required. This diploma thesis attempts to measure and determine the coordinates of points comprising such a basis. Our main objective was to determine the coordinates of standing (measurement) points and targets. Local coordinates were calculated. Observations were performed using a highly accurate electronic tachymeter and directions were observed in three gyri. This was followed by a compensation and determination of the coordinates and their accuracy.


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