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Statična izmera zavarovalne mreže v okolici stalne postaje GNSS v Kočevju : diplomska naloga
Papež, Anja (Author), Pavlovčič Prešeren, Polona (Mentor) More about this mentor... This link opens in a new window

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Abstract
V diplomski nalogi opisujemo določitev koordinat treh točk zavarovalne mreže v okolici privatne stalne postaje GNSS v Kočevju. S statično metodo smo novo določili koordinate stalne postaje in preverili že prej določene koordinate. Opazovanja GNSS smo obdelali z navezavo na državno omrežje SIGNAL. Obdelavo opazovanj smo naredili na dva načina. Najprej smo v posamezni seriji obdelali linearno neodvisne vektorje in nato mrežo izravnali. V drugem delu smo koordinate novih točk določili z radialno izmero, kar pomeni, da smo položaje določili enolično z obdelavo vektorjev, kjer so vsi imeli izhodišče v dani točki. Na koncu naloge podamo bistvene ugotovitve rezultatov obdelav s poudarkom na primerjavi pridobljenih koordinat z že obstoječimi koordinatami referenčne postaje.

Language:Slovenian
Keywords:SIGNAL, statična izmera, VRS, GNSS, referenčna postaja
Work type:Bachelor thesis/paper (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2017
Publisher:[A. Papež]
UDC:528.2(043.2)
COBISS.SI-ID:8196193 This link opens in a new window
Views:806
Downloads:859
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Secondary language

Language:English
Title:Static observations of the insurance points in the vicinity of the private reference station GNSS in Kočevje : Graduation thesis
Abstract:
The diploma paper describes the determination of the coordinates of three points in the vicinity of the private reference station GNSS in Kočevje. By using the static method, we have newly determined the coordinates of the reference station to check the coordinates, determined in the past. The raw data processing followed establishing the connection to the national network of continuously working stations, SIGNAL. The process is performed in two different ways. Firstly, we processed linearly independent baselines in each session, then we adjusted the network. Secondly, the coordinates of new points were determined by radial processing, with the unique determined coordinates from non-redundant vectors, where all had the same known base-point. At the end, we provide the essential findings of processing results with an emphasis on comparing the obtained coordinates with already existing coordinates of the reference station.

Keywords:SIGNAL, static observations, VRS, GNSS, reference station

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