diplomska naloga
Abstract
V diplomski nalogi predstavljamo rezultate terenskih izmer GNSS v maju 2014 in aprilu 2015,
in sicer pred in po vklopu nove GNSS-stalne postaje v omrežje SIGNAL. Nova GNSS-stalna
postaja se nahaja v Idriji, zato so bila delovišča terenske izmere vezana na problematična
območja Notranjske in dela Gorenjske. Delovišča so se nahajala v Gorenji vasi, Žireh, Idriji in
Črnem Vrhu. Na teh območjih je bila pred vključitvijo nove stalne postaje zaradi večjih
oddaljenosti od stalnih postaj GNSS velikokrat problematična izvedba opazovanj z RTKmetodo
izmere in obdelava opazovanj statične izmere GNSS. Na vsakem od posameznih
delovišč smo izvedli statično izmero GNSS in RTK-metodo izmere z namenom primerjave
položajev točk. Cilj diplomske naloge je bil ugotoviti, za koliko se je izboljšala kakovost
določitve položaja z RTK-metodo izmere na območju delovišč z vklopom nove GNSS-stalne
postaje v omrežje SIGNAL.
Keywords
geodezija;diplomska naloga;UNI;GIG;SIGNAL;RTK-metoda izmere;statična metoda izmere;VRS;Idrija;
Data
Language: |
Slovenian |
Year of publishing: |
2015 |
Typology: |
2.11 - Undergraduate Thesis |
Organization: |
UL FGG - Faculty of Civil and Geodetic Engineering |
Publisher: |
[A. Vendramin] |
UDC: |
528.2(497.4Idrija)(043.2) |
COBISS: |
7169633
|
Views: |
2028 |
Downloads: |
608 |
Average score: |
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Metadata: |
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Other data
Secondary language: |
English |
Secondary title: |
Comparison of GNSS point position determination in SIGNAL before and after the inclusion of the Idrija reference station |
Secondary abstract: |
In our thesis, we present the results of the GNSS fieldwork measurements of May 2014 and
April 2015, namely before and after the integration of the new GNSS permanent station into
the network SIGNAL. The new GNSS permanent station is located in Idrija, so the sites of
the fieldwork measurements were bound up with the problematic areas of Inner Carniola and
a part of Upper Carniola. The sites were located in Gorenja vas, Žiri, Idrija and Črni Vrh. In
these areas, the realization of the observations with the RTK measurement method and the
processing of the observations of the GNSS static measurement were often problematic
before the integration of the new permanent station because of larger distances from the
permanent stations. At each individual site, we performed the GNSS static measurement and
the RTK measurement method with the purpose of comparing the points positions. The aim
of our thesis was to establish how the quality of defining the position with the RTK
measurement method in the area of the sites improved with the integration of the new GNSS
permanent station into the network SIGNAL. |
Secondary keywords: |
SIGNAL;RTK measurement method;GNSS static measurement;VRS;Idrija; |
File type: |
application/pdf |
Type (COBISS): |
Bachelor thesis/paper |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
X, 30 str. |
ID: |
9055963 |