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Antropogeniczne zmiany krajobrazu związane z dawnym górnictwem węgla brunatnego na przykładzie polskiej części obszaru łuku Mużakowa

Koźma J.

Górnictwo Odkrywkowe

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2016

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R. 57, nr 3

5--13

PL

W artykule omówiono zmiany pierwotnego krajobrazu geologicznego obszaru polskiej części Łuku Mużakowa wywołane dawnym odkrywkowym i podziemnym górnictwem węgla brunatnego, iłów ceramicznych oraz piasków i żwirów. Dla potrzeb identyfikacji form antropogenicznych wykorzystano metody wizualizacji numerycznego lidarowego modelu rzeźby terenu, w zestawieniu z historycznymi mapami topograficznymi i planami górniczymi. Wyniki ilościowej analizy form antropogenicznych z zastosowaniem metod analizy GIS, dostarczyły informacji na temat wykształcenia współczesnego krajobrazu pogórniczego.

EN

Changes of the primeval geological landscape due to former lignite, ceramic clays as well as sand and gravel open-cast and underground mining, in the Polish part of Muskau Arch have been discussed in this paper. For the purposes of identification the anthropogenic forms visualisation methods of high-resolution lidar terrain model have been used, in accordance with historical topographical maps and mining plans. The results of the quantitative GIS analysis of the anthropogenic forms made in the selected area, provided information on the contemporary post-mining landscape.

2

Budowa numerycznego modelu rzeźby terenu toru wodnego metodą opartą na przekrojach

Stateczny A., Kozak M.

Zeszyty Naukowe / Akademia Morska w Szczecinie

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2006

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nr 11 (83)

269-277

PL

Artykuł przedstawia metodę budowy numerycznego modelu rzeźby terenu proponowaną dla torów wodnych. Metoda oparta jest na przekrojach aproksymowanych z wykorzystaniem sieci radialnych (RBF), z przyrostowym doborem liczby neuronów radialnych. Przekroje adaptacyjnie dopasowują się do modelowanej powierzchni oraz założonego przez użytkownika błędu, co zapewnia redukcję danych i możliwość wizualizacji powierzchni w czasie rzeczywistym. Do badań wykorzystano powierzchnie testowe oraz rzeczywiste punkty pomiarowe z toru wodnego Szczecin - Świnoujście.

EN

A method of constructing a Numerical Terrain Relief Model dedicated to fairways is presented. The method is based on approximated cross-sections using RBF networks with an incremental selection of radial neurons number. Adaptive cross-sections adjust to the model surface and to an error assumed by the user, which reduces the amount of data and makes it possible to visualize the surface in real time. The research made use of test surfaces as well as real measurement points located in the Szczecin - Świnoujście fairway.

3

Metoda profili w budowie numerycznego modelu rzeźby terenu

Stateczny A., Kozak M.

Roczniki Geomatyki

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2005

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T. 3, z. 1

147-153

EN

A numerical model of topographic relief can be defined as a set of measurement points with an interpolation algorithm. It enables the visualisation of 3D spatial data; therefore, the scope of its application is very wide. On the one hand it is applied for simulating the development of phenomena, and on the other, for designing the location of facilities and buildings. With the growing number of DTC (Digital Topographic Chart) users, there also increase their requirements concerning data quality (accuracy, reliability, up-to-dateness) and the possibilities of analysis in real time. The article presents research on the DTC construction method, which stresses the organisation of data recording, limiting them to minimum, at the same time aiming at the possibility of analysis in real time, and the construction of the model with assumed accuracy. Modern measurement systems permit the automatic acquisition of very large data sets. Traditional construction methods of a numerical topographical relief model most frequently process the data sets to the shape of a regular GRID net. At nodal points, the height/depth of the terrain is calculated on the basis of an interpolation algorithm. A problem encountered while applying a GRID net for the construction of a DTC is its large size. Applying a GRID net for 1 sq. km with net size of 1m we will obtain 1 million points. For larger areas the number of points will be proportionately higher. Using such a number of data in real time is impossible; their very storage is a problem in itself. By additionally applying methods based on GRID net for areas with irregular shapes (e.g. a fairway) a rectangleshaped net is obtained as a result, with a large number of unnecessary and distorted data. The method of profiles used for the construction of a numerical model of topographical relief is dedicated for fairway-type areas. The purpose of this method is to restrict the number of data necessary for reproducing a 3D bottom model. The time of constructing the method is inessential, as the model will not be constructed on a vessel unit, and it will be changed only if new measurement data are acquired. The accuracy of the reconstructed surface is a very important criterion, assumed by the user in advance as the maximum error. The input data for the method are measurement points with the designated fairway axis. The data are divided into sections, and in the next stage the system of coordinates is turned around and shifted for each section, so that the width of the considered data fragment should be as small as possible. Next, cross-sections are built for all sections in equal distances. Based on interpolations between sections (maximum error), it is checked if the distances between sections are correct. If the value of maximum error is too large, a successive profile is added. If the value of maximum error is too small, it is checked if a profile is not an excess profile. The method of profiles restricts the number of data necessary for a 3D spatial visualisation; it does not contain excessive and distorted data, which occur in the case of GRID-net based methods. Adaptively selected cross-sections will be kept on the unit, and they will be visualised in real time. The method of profiles makes it possible to construct a numerical model of topographical relief with previously assumed accuracy.

4

Wybór parametrów przy automatycznym tworzeniu numerycznego modelu rzeźby terenu z wykorzystaniem zdjęć lotniczych

Tumska O., Procyk M., Janczak W.

Archiwum Fotogrametrii, Kartografii i Teledetekcji

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2004

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Vol. 15

125--130

EN

The article reviews ways to select correct parameter set for automatic construction of regular DEM using the VLL (Vertical Line Locus) based on the correlation algorithm of matching stereo pair point identification. The following parameters impacting a number of successfully correlated points and accuracy of DEM construction are considered: a threshold value o f correlation coefficient, a search window size, a grid spacing. The aerial image stereo pairs for rural areas with different landscape types were studied using software developed by authors. The empirical results are included in the article.