The Possibility of Using Images Obtained From the Uas in Cadastral Works

Kurczyński, Z.; Bakuła, K.; Karabin, Marcin; Kowalczyk, M.; Markiewicz, Jakub; Ostrowski, W.; Podlasiak, P.; Zawieska, D.

doi:10.5194/isprs-archives-xli-b1-909-2016

Cited by 10 publications

(3 citation statements)

References 8 publications

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“…The "bornage" encompasses several operations: (1) creation of a "plan de bornage" (this comprises a topographical plan of the state of the property and the projected boundaries); (2) the acceptance of the plan by the mayor and neighbors; (3) the projection of the boundaries and generation of a topographical plan of the property after the projection. Various studies have been conducted on using UAV images and photogrammetry for cadastral surveys (Kurczynski, 2016) over large areas and with a precision of 5-10 cm. Kim et al 2014 examined the effectively of UAV for land monitoring in order to analyze and detect disaster areas.…”

Section: Introductionmentioning

confidence: 99%

Uav Photogrammetry Implementation to Enhance Land Surveying, Comparisons and Possibilities

Meouche

Hijazi

Poncet

et al. 2016

Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci.

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Commission VI, WG VI/4KEY WORDS: Land Surveying, UAV, Photogrammetry, Point Cloud, 3D Model. ABSTRACT:The use of Unmanned Aerial Vehicles (UAVs) for surveying is now widespread and operational for several applications -quarry monitoring, archeological site surveys, forest management and 3D modeling for buildings, for instance. UAV is increasingly used by land surveyors especially for those kinds of projects. It is still ambiguous whether UAV can be applicable for smaller sites and property division. Therefore, the objective of this research is to extract a vectorized plan utilizing a UAV for a small site and investigate the possibility of an official land surveyor exploiting and certificating it. To do that, two plans were created, one using a UAV and another utilizing classical land surveyor instruments (Total Station). A comparison was conducted between the two plans to evaluate the accuracy of the UAV technique compared to the classical one. Moreover, other parameters were also considered such as execution time and the surface covered. The main problems associated with using a UAV are the level of precision and the visualization of the whole area. The results indicated that the precision is quite satisfactory with a maximum error of 1.0 cm on ground control points, and 4 cm for the rest of the model. On the other hand, the results showed that it is not possible to represent the whole area of interest utilizing a UAV, due to vegetation.

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Section: Introductionmentioning

confidence: 99%

Uav Photogrammetry Implementation to Enhance Land Surveying, Comparisons and Possibilities

Meouche

Hijazi

Poncet

et al. 2016

Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci.

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“…In this context, it is worth citing works that could not have been produced without linking the research carried out to the space. These are: noise [35], land consolidation [36], cadastral works [37,38], displacement [39], air quality [40], land use [41], or building monitoring [42].…”

Section: Literature Review 21 Geostaptial Datasets and Informationmentioning

confidence: 99%

Energy Efficiency in Agricultural Production—Experience from Land Consolidation in Poland and Finland

Balawejder,

Warchoł,

Konttinen

2023

Energies

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Land consolidation in rural areas is greatly influenced by a number of social, agricultural, and economic factors. They extend the time and complicate activities related to the implementation of this project. Land consolidation is a huge investment, requiring a good and up-to-date map. Up-to-date data that reflects reality are the basis for good and efficient land consolidation in rural areas. To improve the creation of a land consolidation project, the most appropriate solution would be to place all the necessary data to create a land consolidation project on “geoportals” websites. Providing data on the websites of geoportals in Poland and Finland in the form of a map portal would enable both visual and substantive analysis of spatial changes in rural areas. Therefore, this article pursues two main scientific goals. The first purpose of this article is to analyze the history and scope of land consolidation in Poland and Finland in order to learn the specifics of land consolidation in a given country. Comparisons and analyses were made on the basis of the authors’ experience in Poland and Finland with land consolidation in the areas described. The second scientific goal of the article is to compare the availability of geospatial data in the context of the methodology of performing land consolidation in rural areas, which leads to increased energy efficiency in agricultural production by reducing the need for energy, especially fuel for agricultural machinery. The results from the table with a list of geoportals in Poland and Finland are a summary of the data available for free. Thanks to it, land consolidation contractors around the world will have the opportunity to familiarize themselves with and perhaps use this data when creating a rural land consolidation project. Good land consolidation planning will lead to effective and economical use of rural space. This is part of the 2030/2050 strategy. Reducing agricultural production costs, lower fuel consumption, and a smaller carbon footprint. This is what Poland and Finland are striving for as countries belonging to the European Union.

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“…The possibilities of automation of extraction of cadastral boundaries from images are frequently tackled (e.g., [15][16][17]). In [18], the possibilities of UAV photogrammetry for the update of the Polish Cadastre are explored. The authors address two important issues.…”

Section: Introductionmentioning

confidence: 99%

The Use of UAV in Cadastral Mapping of the Czech Republic

Šafář

Potůčková

Karas

et al. 2021

IJGI

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The main challenge in the renewal and updating of the Cadastre of Real Estate of the Czech Republic is to achieve maximum efficiency but to retain the required accuracy of all points in the register. The paper discusses the possibility of using UAV photogrammetry and laser scanning for cadastral mapping in the Czech Republic. Point clouds from images and laser scans together with orthoimages were derived over twelve test areas. Control and check points were measured using geodetic methods (RTK-GNSS and total stations). The accuracy of the detailed survey based on UAV technologies was checked on hundreds of points, mainly building corners and fence foundations. The results show that the required accuracy of 0.14 m was achieved on more than 80% and 98% of points in the case of the image point clouds and orthoimages and the case of the LiDAR point cloud, respectively. Nevertheless, the methods lack completeness of the performed survey that must be supplied by geodetic measurements. The paper also provides a comparison of the costs connected to traditional and UAV-based cadastral mapping, and it addresses the necessary changes in the organisational and technological processes in order to utilise the UAV based technologies.

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The Possibility of Using Images Obtained From the Uas in Cadastral Works

Cited by 10 publications

References 8 publications

Uav Photogrammetry Implementation to Enhance Land Surveying, Comparisons and Possibilities

Uav Photogrammetry Implementation to Enhance Land Surveying, Comparisons and Possibilities

Energy Efficiency in Agricultural Production—Experience from Land Consolidation in Poland and Finland

The Use of UAV in Cadastral Mapping of the Czech Republic

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