diplomska naloga
Barbara Fröhlich (Author), Božo Koler (Mentor), Dušan Kogoj (Thesis defence commission member), Mojca Kosmatin Fras (Thesis defence commission member), Tilen Urbančič (Co-mentor)

Abstract

Kontrola vzpostavitve geodetske mreže za potrebe zakoličevanja objektov

Keywords

geodezija;GIG;diplomska dela;UNI;geodetska mreža;klasična metoda izmere;redukcija dolžin;koordinate točk;izravnava mreže;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [B. Fröhlich]
UDC: 528.3/.5(043.2)
COBISS: 6316385 Link will open in a new window
Views: 2447
Downloads: 616
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Other data

Secondary language: English
Secondary title: Control of a geodetic network for setting out
Secondary abstract: In surveying, geodetic network is used in many different cases. Usually we establish geodetic network with RTK GNSS measurement method. In order to determine more accurate point coordinates we use terestical method. All observations we make on field are not directly useful, but we have to make reduction of measured slope lengths and calculate the middle of horizontal angels and zenith distances. Because of redundant measurements, we have to adjust network. The results are most probably coordinates of points and their accuracy. In this thesis, we compare the value of the coordinates obtained by RTK GNSS method and the classical method of measurement.
Secondary keywords: graduation thesis;geodesy;GIG;geodetic network;terestical method measurements;distance reduction;point coordinates;network adjustment;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: X, 28 str., 4 pril.
Type (ePrints): thesis
Title (ePrints): Control of a geodetic network for setting-out
Keywords (ePrints): geodetska mreža;klasična metoda izmere;redukcija dolžin;koordinate točk;izravnava mreže
Keywords (ePrints, secondary language): geodetic network;terestical method measurements;distance reduction;point coordinates;network adjustmen
Abstract (ePrints): V geodeziji se geodetsko mrežo uporablja za različne namene. Največkrat jo vzpostavimo z RTK GNSS metodo izmere. Za bolj natančno določitev koordinat točk pa mrežo izmerimo še s klasično terestrično metodo. Vsa opazovanja, ki jih opravimo na terenu, niso neposredno uporabna za izračun koordinat točk, ampak moramo opraviti redukcijo poševno merjenih dolžin, izračunati sredine girusov in zenitnih razdalj. Zaradi nadštevilnih meritev izvedemo izravnavo geodetske mreže, katere rezultati so najverjetnejše koordinate točk in natančnosti njihove določitve. V diplomski nalogi smo primerjali vrednost koordinat, pridobljenih z RTK GNSS metodo in s klasično metodo izmere.
Abstract (ePrints, secondary language): In surveying, geodetic network is used in many different cases. Usually we establish geodetic network with RTK GNSS measurement method. In order to determine more accurate point coordinates we use terestical method. All observations we make on field are not directly useful, but we have to make reduction of measured slope lengths and calculate the middle of horizontal angels and zenith distances. Because of redundant measurements, we have to adjust network. The results are most probably coordinates of points and their accuracy. In this thesis, we compare the value of the coordinates obtained by RTK GNSS method and the classical method of measurement.
Keywords (ePrints, secondary language): geodetic network;terestical method measurements;distance reduction;point coordinates;network adjustmen
ID: 8312861