diplomska naloga št.: 200/GIG
Tinkara Langus (Author), Dejan Grigillo (Mentor), Polona Pavlovčič Prešeren (Co-mentor)

Abstract

Na položajno točnost izdelkov iz fotografij, posnetih z daljinsko vodenim letalnikom, vpliva konfiguracija fotogrametričnega bloka. V okviru naloge je bila na območju deponije Gramoznica Bistrica vzpostavljena geodetska mreža točk, ki predstavljajo oslonilne in kontrolne točke v izravnavi fotogrametričnega bloka. Območje je bilo posneto na različnih višinah in z uporabo prečnih pasov. Iz pridobljenih fotografij smo sestavili različne fotogrametrične bloke, tvorjene s kombinacijo fotografij, posnetih na različnih višinah in v različni smeri leta. Točnost izravnave fotogrametričnih blokov je ocenjena na podlagi razlik na kontrolnih točkah. Dodatno pa je s primerjavo že obstoječih podatkov ocenjena sprememba prostornine materiala na deponiji.

Keywords

geodezija;diplomske naloge;GIG;daljinsko vodeni letalniki;digitalni model reliefa;spremembe stanja površja;izmera GNSS;statična izmera;notranji urez;analiza točnosti fotogrametričnih blokov;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [T. Langus]
UDC: 528.3(043.2)
COBISS: 79528963 Link will open in a new window
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Other data

Secondary language: English
Secondary title: Influence of photogrammetric block composition on aerotriangulation accuracy
Secondary abstract: The position of the products from the images recorded with a remote-controlled aircraft is influenced by the configuration of the photogrammetric block. In the course of the task, the Gmoznica Bistrica area was established by the geodetic network of points, which represent the offset and checkpoints in the compensation of the photogrammetric block. The area was recorded at different heights and using transverse flights. From the acquired images we have composed different photogrammetric blocks, formed with a combination of images recorded at different heights and in different directions of the year. The accuracy of photogrammetric blocks is estimated on the basis of differences on checkpoints. In addition, by comparing the existing data, the change in the volume of the material on the landfill is estimated.
Secondary keywords: geodesy;graduation thesis;remote-controlled aircraft;digital model of relief;surface state;GNSS method;static measurement;internal closed;analysis of the accuracy of photogrammetric blocks;
Type (COBISS): Bachelor thesis/paper
Study programme: 0
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: VIII, 39 str.
ID: 13525342