diplomska naloga št.: 227/GIG
Povzetek
V diplomski nalogi je predstavljena izmera 3D geodetske mreže ob gradbeni jami, ki je ob železniški progi Ljubljana - Divača. V nalogi je opisano območje izmere, oblika geodetske mreže ter stabilizacija in signalizacija točk geodetske mreže. Predstavili smo instrumentarij in ostalo opremo, ki smo jo uporabili za izmero. Sledila je predstavitev metod izmere položajne in višinske mreže. Opisali smo tudi redukcijo dolžin, vključno z enačbami za izračun. V nadaljevanju smo predstavili vhodne podatke, uporabljene v horizontalni, višinski in 3D mreži, način izravnave in rezultate v programih GeM, ViM in Leica Infinity. Podrobneje smo opisali tudi vse tri programe,s katerimi smo izvedli izravnavo meritev. Na koncu smo predstavili rezultate izravnanih koordinat ter natančnosti horizontalne in višinske mreže, tako za prosto kot vpeto mrežo. Rezultate izravnave proste in vpete mreže (1D, 2D in 3D), ki smo jih izračunali s pomočjo komercialne programske opreme Leica Infinity, smo primerjali z rezultati programov GeM in ViM ter lastnim programom za izračun redukcij.
Ključne besede
geodezija;diplomske naloge;GIG;3D geodetska mreža;položajna in višinska geodetska izmera;referenčne točke;kontrolne točke;redukcija meritev;izravnava;
Podatki
Jezik: |
Slovenski jezik |
Leto izida: |
2023 |
Tipologija: |
2.11 - Diplomsko delo |
Organizacija: |
UL FGG - Fakulteta za gradbeništvo in geodezijo |
Založnik: |
[S. Jeraj] |
UDK: |
528.3:624.152(497.4)(043.2) |
COBISS: |
166299139
|
Št. ogledov: |
168 |
Št. prenosov: |
13 |
Ocena: |
0 (0 glasov) |
Metapodatki: |
|
Ostali podatki
Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Geodetic surveying for monitoring the stability of the area at construction pit at railway line Ljubljana – Divača |
Sekundarni povzetek: |
In the thesis the measurement of 3D geodetic network at construction pit, which is located at the railway line Ljubljana – Divača is presented. The assignment describes the surveyed area, forms of the geodetic network, stabilization and signaling of geodetic points in geodetic network. The instruments and other equipment, that we used for surveying is also presented. It is followed by the presentation of methods used for surveying horizontal and height network. We also describe distance reduction, together with calculation equations. Further on, we explain the used input data in horizontal, height and 3D geodetic network, adjustment procedure and results in GeM, ViM and Leica Infinity. In the final chapters we present the results of aligned coordinates and the precision of horizontal and height network, as for constrained and inner constrained network. The results of adjusted constrained and inner constrained network (1D, 2D and 3D), which we adjusted with the help of commercial software Leica Infinity, were compared with results in GeM, ViM and personal program for reduction calculation. |
Sekundarne ključne besede: |
geodesy;graduation thesis;3D geodetic network;horizontal and height geodetic surveys;reference points;control points;reduction calculation;adjustments; |
Vrsta dela (COBISS): |
Diplomsko delo/naloga |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
IX, 33 str., 6 pril. |
ID: |
21870552 |