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Obdelava geodetskih meritev v lastnem programskem okolju : diplomska naloga
ID Krašovec, Nejc (Author), ID Ambrožič, Tomaž (Mentor) More about this mentor... This link opens in a new window, ID Sterle, Oskar (Co-mentor)

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MD5: A6796E3201C4137C314F00C144626E41
PID: 20.500.12556/rul/4d04f20c-41a0-40de-b0a1-2d0f622e603f

Abstract
Diplomska naloga je namenjena opisu programa za izravnavo geodetske mreže po metodi najmanjših kvadratov, kjer moramo pred samo izravnavo pripraviti podatke. Diplomska naloga je razdeljena na dva dela. V prvem delu govorimo o geodetskih meritvah, pripravi podatkov na izravnavo, možnosti izravnave stojiščnih meritev in opišemo izravnavo geodetske mreže po metodi najmanjših kvadratov. V drugem delu pa predstavimo izdelavo lastnega programa z grafičnim vmesnikom, ki nam omogoča izravnavo geodetske mreže na podlagi surovih meritev in predstavimo celoten proces izravnave geodetske mreže. Zaključimo z izravnavo geodetske mreže testnega primera.

Language:Slovenian
Keywords:geodezija, diplomska naloga, VSŠ, TUN, izravnava, geodetske meritve, program
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[N. Krašovec]
Year:2014
Number of pages:X, 40 str., 9 pril.
PID:20.500.12556/RUL-32448 This link opens in a new window
UDC:004:528.2(043.2)
COBISS.SI-ID:6810209 This link opens in a new window
Publication date in RUL:10.07.2015
Views:2797
Downloads:417
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Secondary language

Language:English
Title:Processing of geodetic measurements in our own programming environment
Abstract:
The thesis is dedicated to the description of the program for the adjustment of geodetic networks using least squares method, where before the adjustment we have to process measurements. The thesis is divided into two parts where the first part is talking about geodetic measurements, processing measurements for adjustment, possibility of adjusting processed measurements and describe the adjustment of geodetic networks using the least squares method. In the second part we present building our own program with a graphical user interface, which allows us to adjust geodetic network based on raw measurements and introduce the whole process of adjustment of geodetic network. We conclude with adjustment of geodetic network test case.

Keywords:geodetic network adjustment, geodetic measurments, program

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