diplomska naloga
Povzetek
Namen diplomske naloge je na območju novozgrajenih objektov Univerze v Ljubljani, Fakultete za
kemijo in kemijsko tehnologijo in Fakultete za računalništvo in informatiko, izdelati prečne profile
Glinščice ter topografski načrt stanja po končanih gradbenih delih. Za potrebe izmere je bila
vzpostavljena geodetska mreža. Približne koordinate točk so bile določene z GNSS-RTK metodo izmere
v koordinatnem sistemu D48/GK. Topografska izmera je bila izvedena s klasično terestrično izmero. Za
določitev višin točk mreže ter detajlnih točk je bila opravljena izmera po metodi trigonometričnega
višinomerstva, mreža je navezana na mestno nivelmansko mrežo 1. reda. Predstavljena je obdelava
pridobljenih podatkov, prikazani so rezultati izravnave in končni topografski prikaz ter izrisani prečni
profili potoka. Topografski načrt je izdelan v programu GeoPro. Za vse izvedene postopke je bila
opravljena tudi analiza natančnosti, ki potrjuje, da so končni izdelki zadovoljive kakovosti.
Ključne besede
geodezija;diplomska naloga;UNI;GIG;geodetska dela;montažni objekt;geodetska mreža;geodetski načrt;zakoličba;gospodarska javna infrastruktura;
Podatki
Jezik: |
Slovenski jezik |
Leto izida: |
2015 |
Tipologija: |
2.11 - Diplomsko delo |
Organizacija: |
UL FGG - Fakulteta za gradbeništvo in geodezijo |
Založnik: |
[S. Glavič] |
UDK: |
528.2(043.2) |
COBISS: |
7203169
|
Št. ogledov: |
1547 |
Št. prenosov: |
426 |
Ocena: |
0 (0 glasov) |
Metapodatki: |
|
Ostali podatki
Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Topographic map of the situation after completion of construction work |
Sekundarni povzetek: |
The purpose of this thesis is to create transverse profiles of Glinščica and a topographic map of the
situation after completion of construction work in the area of new buildings at the University of
Ljubljana, Faculty of Chemistry and Chemical Engineering and the Faculty of Computer Science and
Informatics. For the purpose of the measurements a geodetic network was established. The points of the
geodetic network were recorded by GNSS measurement. The topographic survey was carried out by a
classic terrestrial measurement. In order to obtain the altitude data, the method of trigonometric levelling
was carried out as well as a connection to the city first order levelling network. The processing of the
acquired data, the results of levelling and final topographic view and transverse profiles are all presented
and shown in the present thesis. The land survey plan is made in the program GeoPro and serves to show
the situation after the work carried out in the area. On the river, transverse profiles were obtained to get
altitudes on the basis of which the line of the level is defined. An analysis of the accuracy of the altitude
presentation was also carried out. |
Sekundarne ključne besede: |
graduation thesis;geodesy;GNSS measurement;classic terrestrial measurement;leveling;observation adjustment;accuracy assessment;geodetic network;transverse profile;topographic map; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo/naloga |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
X, 37 str., 10 pril. |
ID: |
9056495 |