izpis_h1_title_alt

Določitev najprimernejše geodetske mreže in poligonov v predoru : magistrsko delo
ID Slemenšek, Nejc (Author), ID Ambrožič, Tomaž (Mentor) More about this mentor... This link opens in a new window, ID Štebe, Gašper (Comentor)

.pdfPDF - Presentation file, Download (2,35 MB)
MD5: 22D8F34E92DCDE4CD22BFA2EAD0CF1B8

Abstract
Poleg dokazovanja prisotnosti in vpliva bočne oziroma horizontalne refrakcije smo se tokrat dotaknili tudi faktorja zanesljivosti in števila nadštevilnosti meritev. Na začetku je na kratko opisan predor, kjer smo izvajali meritve. Nato je teoretično predstavljena bočna refrakcija in pa analiza meteoroloških rezultatov na terenu. Omenjene pa so tudi 3 enačbe, po katerih lahko računamo refrakcijske kote. Na kratko so opisani terensko delo, metoda izmere in obdelava podatkov pred izravnavo. Nato so podane skice variant poligonov, ki smo si jih zamislili v tej nalogi. Ločeno smo naredili izravnavo za vse variante poligonov in sicer za dopoldansko in popoldansko meritev. Rezultati so prikazani numerično in grafično. Po analizi rezultatov smo na koncu predstavili ugotovitve, in pa predlagali kakšna bi bila najboljša varianta poligona, ki bi zadostila vsem potrebam. Rezultati so pokazali, da bi za najprimernejšo varianto izbrali geodetsko mrežo, saj ima najmanjši pogrešek na končni geodetski točki 13, poleg tega pa je število nadštevilnosti znotraj priporočljivega, kar navajajo strokovnjaki. Dober približek, pa bile tudi verige, saj imajo tudi število nadštevilnosti znotraj priporočenega, srednji pogrešek, pa tudi ne predstavlja večje težave. Vsi ostali poligoni, pa niso priporočljivi, če tudi imajo manjši pogrešek pa imajo slabo število nadštevilnosti.

Language:Slovenian
Keywords:geodezija, magistrska dela, GIG, horizontalna refrakcija, faktor zanesljivosti, število nadštevilnosti, predor, premik točke, girusna metoda
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[N. Slemenšek]
Year:2024
Number of pages:XVI, 68 str.
PID:20.500.12556/RUL-159032-009e3dd3-079e-6c62-22c1-40f7d4e1b59f This link opens in a new window
UDC:528.414:624.19(043.3)
COBISS.SI-ID:200213251 This link opens in a new window
Publication date in RUL:28.06.2024
Views:279
Downloads:46
Metadata:XML DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Secondary language

Language:English
Title:Determination of the most suitable geodetic network and polygons in the tunnel : master thesis
Abstract:
In addition to proving the presence and influence of lateral refraction, thist time we also look at the redundancy of mesaurments. At the begining the tunnel is briefly decribed. Then we explained lateral refraction teoretical, and we also described meteorological resaults. We also provide 3 equation that can be used to calculate refraction angels. The information that was previosly given in thesis is briefly repeated(field work, measurement method and data processing. Then there are sketches of all variants of the polygons that we imagine in this thesis. We made network adjustments separately for all variants of the polygons, for morning and afternoon measurements. The results are shown numerically and graphically. After analyzing the results, we finally presented the findings and suggested what would be the best version of a polygon or geodetic network. The results showed that the geodetic network would be the most suitable variant, as it has the smallest error at the final point 13 and has redundancy of mesauraments within recomended range. The chains were also good approximation, as they also have good redundancy of mesaurments, and small error. Polygons are not recomended, even if they have small error,they have low redundancy of mesaurments.

Keywords:geodesy, master thesis, lateral refraction, reliability factor, redundandcy, tunnel, point movement, set of angels

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back