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Статті в журналах з теми "Cadastral error"

Автор: Grafiati

Опубліковано: 3 червня 2025

Оновлено: 31 липня 2025

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1

Bespalko, Ruslan, and Mariana Shtefaniuk. "MAIN ERRORS IN THE SYSTEM OF THE STATE LAND CADASTRE." Urban development and spatial planning, no. 80 (May 30, 2022): 41–47. http://dx.doi.org/10.32347/2076-815x.2022.80.41-47.

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Анотація:

It is devoted to the problem of spreading errors in the information of the State Land Cadastre, the reasons for their occurrence and the procedure for editing errors. The main types of errors in the information of the State Land Cadastre, the reasons for their spread, ways to solve. The algorithm of actions at detection of such errors by the interested persons (legal or physical) and the state cadastral registrar is considered. The article reflects the powers of the state cadastral registrar in correcting various types of errors.  The main types of errors in the information of the State

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2

Sinenko, V. "Detection of technical errors in the information real estate cadastre." Bulletin of Science and Practice, no. 11 (November 14, 2017): 397–404. https://doi.org/10.5281/zenodo.1048701.

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Анотація:

Currently, in the real estate cadastre, there is a large number of errors in information about real estate. The presence of errors in the Unified State Register of Real Estate or documents on the ownership of real estate objects is the basis for the suspension and subsequent refusal in the state cadastral registration and further registration of rights to real estate. In such a situation, the applicant must prove the violation of his rights.One of the fundamental characteristics of the Unified State Real Estate Register system is its orientation to interdepartmental interaction and data exchan

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3

Vladislav A. Savinykh, Vladislav A. Savinykh. "Competition of Cadastral Value Revision Procedures: Articles 16 and 21 of the Law on Cadastral Valuation." Zakon 22, no. 4 (2025): 184–91. https://doi.org/10.37239/0869-4400-2025-22-4-184-191.

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Анотація:

The procedure for revision of cadastral value due to changes in the data of the Unified State Register of Real Estate (Article 16 of the Law on Cadastral Valuation) provides, among other things, clarification of cadastral value, which is calculated on the basis of incomplete or unreliable data on the object. In this role, this procedure competes with the procedure for correction of errors made in determining the cadastral value (Art. 21 of the Law on cadastral valuation). The author concludes that free competition of the described procedures is possible, but only in those cases when the revisi

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4

Vantas, Konstantinos, and Vasiliki Mirkopoulou. "Towards Automated Cadastral Map Improvement: A Clustering Approach for Error Pattern Recognition." Geomatics 5, no. 2 (2025): 16. https://doi.org/10.3390/geomatics5020016.

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Positional accuracy in cadastral data is fundamental for secure land tenure and efficient land administration. However, many land administration systems (LASs) experience difficulties to meet accuracy standards, particularly when data come from various sources or historical maps, leading to disruptions in land transactions. This study investigates the use of unsupervised clustering algorithms to identify and characterize systematic spatial error patterns in cadastral maps. We compare Fuzzy c-means (FCM), Density-Based Spatial Clustering of Applications with Noise (DBSCAN), and Gaussian Mixture

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5

Mohylnyi, Serhii, Dmytro Khainus, and Serhii Vynohradenko. "Analysis of the accuracy of cadastral surveys using UaVs." Ukrainian Journal of Applied Economics and Technology 9, no. 1 (2024): 146–51. http://dx.doi.org/10.36887/2415-8453-2024-1-24.

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This article is dedicated to analyzing the accuracy of cadastral surveys using uncrewed aerial vehicles (UAVs). It explores the efficiency and precision of surveys conducted with UAVs in the context of cadastral work. The article examines the methods and technologies used to ensure high accuracy of geospatial data in the cadastral field through UAVs. Utilizing cutting-edge technologies and analyzing research results, the article highlights the possibilities and limitations of UAV applications in cadastral surveys and land mapping tasks. The research findings can benefit geodesy, cartography, a

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6

Niyazi-Yusuf, Mirem, Krasimira Kirilova, and Kiril Yanchev. "DETERMINATION OF AN OBVIOUS FACTUAL ERROR IN A CADASTRAL MAP." Journal Scientific and Applied Research 26, no. 1 (2024): 19–26. http://dx.doi.org/10.46687/jsar.v26i1.390.

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The maps created of reinstated property after 1990 contain numerous errors. These errors have been transferred from the existing cadastral plans, comassation plans, land subdivision plan, aerial photo plans and a large-scale topographic maps created in the years 1964-1968. For the creation of maps of the reinstated property, the sources described above were used directly, without repeated aerial photography or deciphering of the objects as well as without the conduction of direct geodetic measurements [6, 8]. The presence of an obvious factual error is a relatively common phenomenon in the cad

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7

Chio, Shih-Hong, and Kai-Wen Hou. "Application of a Hand-Held LiDAR Scanner for the Urban Cadastral Detail Survey in Digitized Cadastral Area of Taiwan Urban City." Remote Sensing 13, no. 24 (2021): 4981. http://dx.doi.org/10.3390/rs13244981.

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The cadastral detail data is used for overlap analysis with digitized graphic cadastral maps to solve the problem of inconsistencies between cadastral maps and the current land situation. This study investigated the feasibility of a handheld LiDAR scanner to collect 3D point clouds in an efficient way for a detail survey in urban environments with narrow and winding streets. Then, urban detail point clouds were collected by the handheld LiDAR scanner. After point cloud filtering and the ranging systematic error correction that was determined by a plane-based calibration method, the collected p

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8

Aldelgawy, Mohammed. "Evaluation of Cadastral Work Done Using Total Station Instrument." Academic Perspective Procedia 1, no. 1 (2018): 115–29. http://dx.doi.org/10.33793/acperpro.01.01.24.

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Total station has become the main tool in most engineering work. Accordingly, evaluation of this work has gained a significant importance. A methodology to evaluate precision of cadastral work done using total station is presented here. The used technique is based on propagation of random errors of quantities measured by total station; i.e., distance and both horizontal and vertical angles. Random error in distance is produced by EDM unit integrated into total station. Whereas, random errors in horizontal and vertical angles are produced by theodolite integrated unit. Moreover, backsight proce

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9

Hashim, N. M., A. H. Omar, K. M. Omar, M. A. Abbas, M. A. Mustafar, and S. A. Sulaiman. "CADASTRAL POSITIONING ACCURACY IMPROVEMENT (PAI): A CASE STUDY OF PRE-REQUISITE DATA QUALITY ASSURANCE." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-4/W16 (October 1, 2019): 255–60. http://dx.doi.org/10.5194/isprs-archives-xlii-4-w16-255-2019.

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Abstract. Nowadays, there is an increasing need for comprehensive spatial data management especially digital cadastral database (DCDB). Previously, the cadastral database is in hard copy map, then converted into digital format and subsequently updated. Theoretically, these legacy datasets have relatively low positional accuracy caused by limitation of traditional measurement, adjustment technique and technology changes over time. With the growth of spatial based technology especially Geographical Information System (GIS) and Global Navigation Satellite System (GNSS) the Positional Accuracy Imp

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10

Moroz, B. I., and O. O. Shyshatsky. "Methods, algorithms, and programs for error detection in a geospatial database: a case study of the state land cadastre." System technologies 2, no. 157 (2025): 82–92. https://doi.org/10.34185/1562-9945-2-157-2025-08.

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Анотація:

Maintaining large geospatial databases involves significant risks of errors, which can negatively impact data accuracy and subsequent usage processes. The primary causes of er-rors include human factors, technical inaccuracies in data integration, and discrepancies in storage projections. With the continuous growth of data volume, manual verification methods become inefficient, necessitating the development of automated error detection methods. The aim of this study is to develop and validate algorithms for error detection using the land parcel database of the State Land Cadastre of Ukraine as

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11

Gagnon, Roy. "Cadastral plotting by similarity transformation." CISM journal 42, no. 2 (1988): 121–25. http://dx.doi.org/10.1139/geomat-1988-0011.

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Cadastral maps generated from digitizing tabloids have too many sources of error to be reliable when plotted at large scales. To improve the 1:1000 cadastral map, three numerical methods were tested during twenty-seven mapping projects. The systems studied were: complex number similarity transformation, simultaneous similarity transformation, and iterative similarity transformation. There were several “human interface” difficulties with the computer routines but all of the programs were found to be reliable, and cost effective. All of the resulting cadastral maps are in daily use. Numerical tr

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12

Kotsur, E. V., N. A. Kapitulina, M. N. Veselova, and D. A. Safronova. "On the issue of correcting the registry error in the location of previously established boundaries of a land plot." Zemleustrojstvo, kadastr i monitoring zemel' (Land management, cadastre and land monitoring), no. 11 (October 17, 2024): 693–703. http://dx.doi.org/10.33920/sel-04-2411-05.

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Анотація:

This paper addresses a significant registry error related to inaccuracies in the description of the boundaries of a land plot. The error arose from discrepancies between the coordinates established by the cadastral engineer and their actual location on the ground. Additionally, it was identified that the initial registry error originated in the land development documentation. Such registry errors pose substantial obstacles when conducting any real estate transactions. As a result of the admitted error, the location and area of the plot may not correspond to the reality, leading to land dispute

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13

Choon, T. L., L. C. Ho, U. Ujang, et al. "AN APPLICATION OF CADASTRAL FABRIC SYSTEM IN IMPROVING POSITIONAL ACCURACY OF CADASTRAL DATABASES IN MALAYSIA." International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLVI-4/W3-2021 (January 10, 2022): 79–86. http://dx.doi.org/10.5194/isprs-archives-xlvi-4-w3-2021-79-2022.

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Abstract. Cadastral fabric is perceived as a feasible solution to improve the speed, efficiency and quality of the cadastral measurement data to implement Positional Accuracy Improvement (PAI) and to support Coordinated Cadastral System (CCS) and Dynamic Coordinated Cadastral System (DCCS) in Malaysia. In light of this, this study aims to propose a system to upgrade the positional accuracy of the existing cadastral system through the utilisation of the cadastral fabric system. A comprehensive investigation on the capability of the proposed system is carried out. A total of four evaluation aspe

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14

Antonov, Alexandr A., Polina E. Ivanenko, and Alexander V. Chernov. "DEVELOPMENT OF TECHNOLOGICAL DECISIONS FOR THE INSTALLATION OF GARDEN SITES ACCOUNTED WITH THE MODERN CONDITION OF THE ONE STATE REAL ESTATE REGISTRY." Interexpo GEO-Siberia 7, no. 2 (2020): 134–40. http://dx.doi.org/10.33764/2618-981x-2020-7-2-134-140.

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Анотація:

The article presents technological solutions for setting up land plots for cadastral registration using modern stereophotogrammetric methods. Based on the current state of the unified state register of real estate, and the current level of development of digital technologies, and the availability of software, we believe that the actual raster foundation created by the cadastral engineer is needed. That will allow to determine and confirm the fact of the presence of a registry error in office conditions and to predict.

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15

Bidi, N. K., A. H. M. Din, Z. A. M. Som, and A. H. Omar. "ADJUSTMENT OF CADASTRAL NETWORK USING LEAST-SQUARES VARIANCE COMPONENT ESTIMATION." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-4/W16 (October 1, 2019): 161–67. http://dx.doi.org/10.5194/isprs-archives-xlii-4-w16-161-2019.

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Abstract. The role of the stochastic model very important in data processing of geodetic network since it describes the accuracy of the measurements and their correlation with each other. Knowledge of weights of the observables is required to provide a better understanding of the sources of errors and to model the error, hence the weights need to be determined correctly. This study concentrates on the estimation of variance components from different types of instruments used in the cadastral survey. The ideas are to combine the conventional and advanced instruments in a traverse network to enh

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16

Parkhomenko, N. A., A. A. Nugmanov, and A. S. Garagul. "Creation of virtual models of buildings for the formation of unified real estate complexes as a part of land and cadastral works." Zemleustrojstvo, kadastr i monitoring zemel' (Land management, cadastre and land monitoring), no. 1 (January 1, 2024): 50–57. http://dx.doi.org/10.33920/sel-04-2401-07.

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The article presents the results of the research project to create 3D models of buildings from digital images using a smartphone camera and the Agisoft Photoscan Professional software, comparing them with data obtained with an electronic total station. The authors outlined the possibilities of using the described technologies for the development of 3D cadastre, which can simplify creation of virtual models through the adaptation of modern widgets. The technological sequence of creating a building model in a virtual format and the accuracy of linear measurements are considered here. The paper c

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17

Vinokurov, Igor Victorovich. "Recognition of cadastral coordinates using convolutional recurrent neural networks." Program Systems: Theory and Applications 15, no. 1 (2024): 3–30. http://dx.doi.org/10.25209/2079-3316-2024-15-1-3-30.

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В статье исследуется применение свёрточно/̄рекуррентных нейронных сетей (CRNN) для распознавания изображений кадастровых координат объектов на отсканированных документах ППК «Роскадастр». Комбинированная архитектура CRNN, объединяющая свёрточные нейронные сети (CNN) и рекуррентные нейронные сети (RNN), позволяет использовать преимущества каждой из них для обработки изображений и распознавания содержащихся в них непрерывных цифровых последовательностей. При проведении экспериментальных исследований были формированы изображения, состоящие из заданного количества цифр, построена и исследована CRN

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18

Stöcker, Claudia, Francesco Nex, Mila Koeva, and Markus Gerke. "High-Quality UAV-Based Orthophotos for Cadastral Mapping: Guidance for Optimal Flight Configurations." Remote Sensing 12, no. 21 (2020): 3625. http://dx.doi.org/10.3390/rs12213625.

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Анотація:

During the past years, unmanned aerial vehicles (UAVs) gained importance as a tool to quickly collect high-resolution imagery as base data for cadastral mapping. However, the fact that UAV-derived geospatial information supports decision-making processes involving people’s land rights ultimately raises questions about data quality and accuracy. In this vein, this paper investigates different flight configurations to give guidance for efficient and reliable UAV data acquisition. Imagery from six study areas across Europe and Africa provide the basis for an integrated quality assessment includin

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19

Leń, Przemysław, Michał Maciąg, and Klaudia Maciąg. "Design of an Automated Algorithm for Delimiting Land Use/Soil Valuation Classes as a Tool Supporting Data Processing in the Land Consolidation Procedure." Sustainability 15, no. 11 (2023): 8486. http://dx.doi.org/10.3390/su15118486.

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The consolidation of land to improve the agrarian structure and provide for sustainable rural development is a complex and multi-faceted process, and its efficiency depends on a considerable number of factors associated with its respective stages of desk studies and fieldwork. In order to ensure the highest-quality concepts and their efficient implementation, various measures are undertaken to improve, among other things, the methods for acquiring, collecting, and processing spatial data representing elements of reality saved in cadastral databases. There are a wide variety of available soluti

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20

Song, De Rui, Ke Cao, and Yu Hao. "The Implement of Parcel Sea Map Automatic Mapping Algorithm." Advanced Materials Research 989-994 (July 2014): 1891–94. http://dx.doi.org/10.4028/www.scientific.net/amr.989-994.1891.

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Parcel Sea Map mapping is currently implemented by manual, which causes the task tedious and error prone. To overcome this problem, this paper proposes an automatic mapping method for Parcel Sea Map. The boundary point data are basic mapping elements, which are obtained from sea cadastral survey. The mapping result can be demonstrated by two aspects: convex polygon and concave polygon. For convex polygon, well known left-turn and convex hull algorithms are adopted. For concave polygon, two algorithms are proposed. One is enumeration and the other is cutting algorithm. The above two mapping res

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21

Guadalajara, Natividad, Miguel Ángel López, Adina Iftimi, and Antonio Usai. "Influence of the Cadastral Value of the Urban Land and Neighborhood Characteristics on the Mean House Mortgage Appraisal." Land 10, no. 3 (2021): 250. http://dx.doi.org/10.3390/land10030250.

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As house mortgage appraisal values have played a leading role in the 2007–2012 financial crisis, it is important to develop robust mass appraisal models that correctly estimate these values. The present paper intends to propose a methodology to examine the spatial distribution of house mortgage appraisal values. To do so, we analyzed the effect that these values, cadastral urban land values, characteristics of houses, and socioeconomic conditions and services in neighborhoods, have on house mortgage appraisal values in the 70 boroughs of Valencia (Spain). Econometric and spatial models were us

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22

Editorial, E. "Erratum to: The use of ontologies in cadastral systems." Computer Science and Information Systems 13, no. 1 (2016): 311. http://dx.doi.org/10.2298/csis151230002e.

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Анотація:

This article (Vol. 12, No. 3, pp. 1033-1053, 2015) was published with an error in the affiliations of the authors concerning the institution and email addresses of the authors. The correct affiliations are University of Novi Sad, Faculty of Technical Sciences, Department of Computing and Control Engineering, Trg Dositeja Obradovica 6, 21000 Novi Sad, Serbia, {dudab, sanjica, miro, dusanbuk, przulj}@uns.ac.rs, as shown in this erratum note. <br><br><font color="red"><b> Link to the corrected article <u><a href="http://dx.doi.org/10.2298/CSIS141031009S">10.229

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23

Oluwadare, Caleb, and Mary Salami. "Comparative Analysis of Smartphones and Survey-Grade GNSS Receivers for Parcel Boundary Determination." Journal of Geoinformatics & Environmental Research 3, no. 01 (2022): 10–22. http://dx.doi.org/10.38094/jgier30145.

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This paper advances the existing body of knowledge on the suitability of accuracy derivable from the use of smartphones for cadastral mapping. Zenvus App software was installed on two smartphones of a different make. A set of dual-frequency GPS Promark 3 receivers and two different smartphones of different make were used for data acquisition. Observations were carried out at the boundaries of ten parcels of land, comprising 46 boundary points. Coordinates of these points were obtained using Differential Global Positioning System (DGPS) observation in static mode and two android smartphones (Sa

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24

Looi, K. S., M. F. Isahak, H. Hamzah, et al. "The empirical approach to strengthen coordinated cadastral database accuracy." IOP Conference Series: Earth and Environmental Science 1051, no. 1 (2022): 012004. http://dx.doi.org/10.1088/1755-1315/1051/1/012004.

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Abstract The coordinated cadastral database in Malaysia is known as National Digital Cadastral Database (NDCDB) with an expected accuracy of ±10cm in rural and ±5cm in urban area. Till date, there are approximately 7.8 million land parcels and 22 million boundary markers in the NDCDB for the whole of Peninsular Malaysia and Federal Territory of Labuan covering total area of 132,183 km2. Since 2010, NDCDB block adjustment has been carried out continuously without giving prime concern to eliminate gross errors in the adjustment’s input data. This approach aims to propose a methodology to improve

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25

Taiwo, Israel Oluwaseun, Matthew Olomolatan Ibitoye, Sunday Olukayode Oladejo, and Mila Koeva. "Fitness of Multi-Resolution Remotely Sensed Data for Cadastral Mapping in Ekiti State, Nigeria." Remote Sensing 16, no. 19 (2024): 3670. http://dx.doi.org/10.3390/rs16193670.

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In developing nations, such as Ekiti State, Nigeria, the utilization of remotely sensed data, particularly satellite and UAV imagery, remains significantly underexploited in land administration. This limits multi-resolution imagery’s potential in land governance and socio-economic development. This study examines factors influencing UAV adoption for land administration in Nigeria, mapping seven rural, peri-urban, and urban sites with orthomosaics (2.2 cm to 3.39 cm resolution). Boundaries were manually delineated, and parcel areas were calculated. Using the 0.05 m orthomosaic as a reference, t

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26

Oluwadare, Caleb, and Mary Salami. "Comparative Analysis of Smartphones and Survey-Grade GNSS Receivers for Parcel Boundary Determination." Journal of Applied Science and Technology Trends 5, no. 01 (2024): 01–09. http://dx.doi.org/10.38094/jastt501179.

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Анотація:

This paper advances the existing body of knowledge on the suitability of the accuracy derivable from the use of smartphones for cadastral mapping. Zenvus App software was installed on two smartphones of a different make. A set of dual-frequency GPS Promark 3 receivers and two different smartphones of different makes were used for data acquisition. Observations were carried out at the boundaries of ten parcels of land, comprising 46 boundary points. The coordinates of these points were obtained using Differential Global Positioning System (DGPS) observation in static mode and two Android smartp

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27

Ю.Р., Нургалеева. "Негаторно-правовая защита в спорах о признании недействительными результатов кадастровых работ и установления местоположения границ земельных участков". СОВРЕМЕННОЕ ПРАВО, № 10 (2 листопада 2024): 133–35. http://dx.doi.org/10.25799/ni.2024.11.32.026.

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Анотація:

Рассматриваются вопросы о применении негаторно-правовой защиты в спорах о признании недействительными результатов кадастровых работ и установления местоположения границ земельных участков. Осуществляется попытка классифицировать наиболее типичные ошибки при применении негаторного способа защиты в указанных спорах. Анализируются примеры судебной практики, подтверждающие получение дополнительной площади земельных участков в собственность. Формулируется вывод о том, что лица, не являющиеся собственниками, либо лица, владеющие имуществом на праве пожизненного наследуемого владения, хозяйственного

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28

Hidayat, Husnul. "Assessment of Geometric Accuracy of Indoor Mapping using Low-cost Spherical Panoramic Camera." IOP Conference Series: Earth and Environmental Science 1418, no. 1 (2024): 012015. https://doi.org/10.1088/1755-1315/1418/1/012015.

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Abstract Increasing world population multiplies the demand of living space which triggers the development of vertical settlement as the most feasible solution in major cities. Therefore the concept of 3D cadastre is now developing and mainly relies on the availability of indoor 3D data. We explore the potential of low cost spherical panoramic camera for creating 3D indoor data. This type of camera allows user to capture indoor scene into an immersive image, which provides more spatial information compared to ordinary camera. This research aims to create indoor 3D model and test the geometric a

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29

Kosarev, Nikolay S., Vladimir A. Padve, Daria I. Onishchak, and Robert E. Bagdasaryan. "ON THE ACCURACY ASSESSMENT OF DETERMINING THE COORDINATES OF CHARACTERISTIC POINTS OF REAL ESTATE OBJECTS IN THE CADASTRE." Vestnik SSUGT (Siberian State University of Geosystems and Technologies) 27, no. 1 (2022): 22–29. http://dx.doi.org/10.33764/2411-1759-2022-27-1-22-29.

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Анотація:

The issues of accurate optimization of determining the location of the boundaries of land plots, the coordinates of real estate objects and other similar tasks during the performance and cadastral work are considered. Some typical situation that arises when coordinating the characteristic points of real estate objects is simulated. A real drop in the values of root-mean-square errors (RMSE) of the positions of the points of the "hanging" cadastral reference network (CRN) is demonstrated. The solu-tion of this problem was performed using a synthesized version of the algorithm of the parametric

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Xu, Bo, Zhaochen Han, and Min Chen. "Precise Cadastral Survey of Rural Buildings Based on Wall Segment Topology Analysis from Dense Point Clouds." Applied Sciences 13, no. 18 (2023): 10197. http://dx.doi.org/10.3390/app131810197.

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Анотація:

The renewal and updating of the cadastre of real estate is a long and tedious task for land administration, especially for rural buildings that lack unified design and planning. In order to retain the required accuracy of all points in the register, huge extensive manual editing is often required. In this work, a precise cadastral survey approach is proposed using Unmanned Aerial Vehicle (UAV) imagery-based stereo point clouds. To ensure the accuracy and uniqueness of building outer walls, the non-maximum suppression of wall points that can separate noise and avoid repeated extraction is propo

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Guma, Edward Pishikeni, Samuel Omeiza Raji, Akoji Augustine, Haruna, Sunday Ibiyemi, Abdulazeez Adeiza Usman, and Etudaye Abdulganiyu Bello. "VERIFYING THE CONSISTENCY OF PRECISE POINT POSITIONING CONTROLS FOR CADASTRAL SURVEYING." FUDMA JOURNAL OF SCIENCES 7, no. 6 (2023): 200–208. http://dx.doi.org/10.33003/fjs-2023-0706-2117.

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Анотація:

Precise Point Positioning (PPP) is an aspect of Global Navigational Satellite System (GNSS) technique that uses one satellite receiver to determine position, velocity and time of points on the earth’s surface. PPP could be used globally for a wide range of applications such as positioning in remote areas and positioning where there are lacks of control networks. In order words, PPP is deployed wherever reference stations are not available for it does not transfer local error about. The aim of this study is to verify the consistency of precise point positioning data in cadastral surveying. Sele

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Paolo, Visconti, Luceri Marzia, Velazquez Ramiro, and Fazio Roberto De. "A remote-controlled global navigation satellite system based rover for accurate video-assisted cadastral surveys." International Journal of Electrical and Computer Engineering (IJECE) 12, no. 4 (2022): 3551–63. https://doi.org/10.11591/ijece.v12i4.pp3551-3563.

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One of the main tasks of a cadastral surveyor is to accurately determine property boundaries by measuring control points and calculating their coordinates. This paper proposes the development of a remotely-controlled tracking system to perform cadastral measurements. A Bluetooth-controlled rover was developed, including a Raspberry Pi Zero W module that acquires position data from a VBOX 3iSR global navigation satellite system (GNSS) receiver, equipped with a specific modem to download real-time kinematic (RTK) corrections from the internet. Besides, the Raspberry board measures the rover spee

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Bramanto, Brian, Irwan Gumilar, Muhammad Taufik, and I. Made D. A. Hermawan. "Long-range Single Baseline RTK GNSS Positioning for Land Cadastral Survey Mapping." E3S Web of Conferences 94 (2019): 01022. http://dx.doi.org/10.1051/e3sconf/20199401022.

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In Indonesia, Global Navigation Satellite System (GNSS) has become one of the important tool in survey mapping, especially for cadastral purposes like land registration by using Real Time Kinematic (RTK) GNSS positioning method. The conventional RTK GNSS positioning method ensure high accuracy GNSS position solution (within several centimeters) for baseline less than 20 kilometers. The problems of resolving high accuracy position for a greater distance (more than 50 kilometers) becomes greater challenge. In longer baseline, atmospheric delays is a critical factor that influenced the positionin

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Ejiga, Abubakar, O. S. Sani, and Francis Okeke. "Mapping Land Use Diversity in New GRA, Idah Local Government Area, Kogi, State: Towards Sustainable Township Development." Journal of Geography and Cartography 6, no. 2 (2024): 2495. http://dx.doi.org/10.24294/jgc.v6i2.2495.

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In light of the swift urbanization and the lack of precise land use maps in urban regions, comprehending land use patterns becomes vital for efficient planning and promoting sustainable development. The objective of this study is to assess the land use pattern in order to catalyze sustainable township development in the Study area. The procedure adopted involved acquiring the cadastral layout plan of the study area, scanning, and digitizing it. Additionally, satellite imagery of the area was obtained, and both the cadastral plan and satellite imagery were geo-referenced and digitized using Arc

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Visconti, Paolo, Marzia Luceri, Ramiro Velazquez, and De Fazio Roberto. "A remote-controlled global navigation satellite system based rover for accurate video-assisted cadastral surveys." International Journal of Electrical and Computer Engineering (IJECE) 12, no. 4 (2022): 3551. http://dx.doi.org/10.11591/ijece.v12i4.pp3551-3563.

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Анотація:

<span>One of the main tasks of a cadastral surveyor is to accurately determine property boundaries by measuring control points and calculating their coordinates. This paper proposes the development of a remotely-controlled tracking system to perform cadastral measurements. A Bluetooth-controlled rover was developed, including a Raspberry Pi Zero W module that acquires position data from a VBOX 3iSR global navigation satellite system (GNSS) receiver, equipped with a specific modem to download real-time kinematic (RTK) corrections from the internet. Besides, the Raspberry board measures th

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Skorup, Dragana, Miroslav Vujasinović, Goran Marinković, Ilija Grgić, and Boban Miletić. "Procjena šumskih resursa na temelju Sentinel-2 snimki – studija slučaja Derventa, BiH (Katastarska općina Brezici)." Šumarski list 147, no. 7-8 (2023): 353–62. http://dx.doi.org/10.31298/sl.147.7-8.4.

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The management of forest resources is complicated due to the complete lack of maintenance and disorganization of the land administration and survey that are decades old. Modern, unconventional monitoring systems are used with the aim of improving the existing records systems and creating a clearer insight into the state of forest resources. This study provides an example of the use of one such system, Sentinel-2. Using the R programming language, the multispectral Sentinel-2 images were classified by the Random Forest classification algorithm. Following the completion of the classifications, t

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Tauchman, Martin, and Tomáš Janata. "Positional accuracy of cadastral maps digitized from the stable cadastre system." Stavební obzor - Civil Engineering Journal 33, no. 2 (2024): 153–67. http://dx.doi.org/10.14311/cej.2024.02.0011.

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Анотація:

The accuracy of positional data in cadastral mapping is crucial for various technical activities within the cadastre and related decision-making processes. With digital maps becoming ubiquitous in cadastral operations, assessing the positional accuracy of cadastral maps digitized from stable cadastre systems has become essential. These maps, categorized as DKM and KMD, present different challenges in determining their overall positional accuracy. While DKM maps offer high accuracy, KMD maps, derived from stable cadastre systems, pose challenges due to their varied origins, including potential

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Martyn, Andrii, and Ivan Openko. "Differentiation of requirements for the accuracy of cadastral surveys: the value of real estate as a determining factor." Baltic Surveying 11 (November 20, 2019): 45–52. http://dx.doi.org/10.22616/j.balticsurveying.2019.016.

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For millennia, the geodesic industry has improved methods and technologies for obtaining information on the location of objects on the Earth's surface, whose key task has been to improve the accuracy and reliability of measurements. At the same time, in recent decades, the rapid development of positioning technologies based on satellite radio navigation systems has created prerequisites for a situation where the acceptable accuracy of determining the geodetic characteristics of real estate becomes quite affordable even when using non-specialized geodetic equipment, including personal mobile de

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Lee, Eun Soo. "The angular closure error adjustment of the Cadastral topographic control points surveying by the repetition method of angle measurement." Journal of the Korean Cadastre Information Association 20, no. 3 (2018): 3–12. http://dx.doi.org/10.46416/jkcia.2018.12.20.3.3.

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Землякова, Галина, and Galina Zemlyakova. "The problems of bringing to justice those responsible for the errors and mistakes in the state real estate cadastre." Advances in Law Studies 2, no. 3 (2014): 134–47. http://dx.doi.org/10.12737/8985.

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This article analyzes practice of application of measures of administrative and criminal liability to the cadastral engineers and officials of body of the cadastral account for mistakes in data on the land plots containing in the State cadastre of the real estate, and also norms of current legislation regulating features of application of civil liability to the federal budgetary institution which is carrying out functions of body of the cadastral account.

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Yang, Jia, Xiaopeng Li, Lei Luo, Lewen Zhao, Juan Wei, and Teng Ma. "New Supplementary Photography Methods after the Anomalous of Ground Control Points in UAV Structure-from-Motion Photogrammetry." Drones 6, no. 5 (2022): 105. http://dx.doi.org/10.3390/drones6050105.

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Анотація:

Recently, multirotor UAVs have been widely used in high-precision terrain mapping, cadastral surveys and other fields due to their low cost, flexibility, and high efficiency. Indirect georeferencing of ground control points (GCPs) is often required to obtain highly accurate topographic products such as orthoimages and digital surface models. However, in practical projects, GCPs are susceptible to anomalies caused by external factors (GCPs covered by foreign objects such as crops and cars, vandalism, etc.), resulting in a reduced availability of UAV images. The errors associated with the loss o

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Yang, Jia, Xiaopeng Li, Lei Luo, Lewen Zhao, Juan Wei, and Teng Ma. "New Supplementary Photography Methods after the Anomalous of Ground Control Points in UAV Structure-from-Motion Photogrammetry." Drones 6, no. 5 (2022): 105. http://dx.doi.org/10.3390/drones6050105.

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Анотація:

Recently, multirotor UAVs have been widely used in high-precision terrain mapping, cadastral surveys and other fields due to their low cost, flexibility, and high efficiency. Indirect georeferencing of ground control points (GCPs) is often required to obtain highly accurate topographic products such as orthoimages and digital surface models. However, in practical projects, GCPs are susceptible to anomalies caused by external factors (GCPs covered by foreign objects such as crops and cars, vandalism, etc.), resulting in a reduced availability of UAV images. The errors associated with the loss o

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Klyushnichenko, V. N., A. V. Dubrovsky, and I. N. Evsyukova. "Register errors and their impact on cadastral system efficiency." Vestnik SSUGT (Siberian State University of Geosystems and Technologies) 28, no. 1 (2023): 116–24. http://dx.doi.org/10.33764/2411-1759-2023-28-1-116-124.

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Анотація:

In the process of cadastre maintenance there appear errors of different kinds. Besides, there occur errors in data of previously registered land plots, which causes suspension of cadastral registration, thus, prolongs the cadastre and right registration terms. So, a submitter does not get on time the required document, which affirms their right for an object. In this case the tax collection is not carried out properly, which reduces the efficiency of the cadastral system. The article describes the problems occurring when register errors appear, gives recommendations for their correction in bot

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Chung, J., H. Kim, J. Cheon, and I. Lee. "IMPROVING SMARTPHONE POSITION AND ATTITUDE FOR GEOSPATIAL AUGMENTED REALITY APPLICATIONS." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLIII-B4-2020 (August 25, 2020): 559–65. http://dx.doi.org/10.5194/isprs-archives-xliii-b4-2020-559-2020.

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Abstract. Augmented reality is a technology that visualizes and synthesizes virtual objects and information in the real world. Augmented reality can provide useful information to the real world realistically. As the investment and demand for augmented reality increase, many researches have been conducted to visualize objects based on ground coordinate system such as cadastral information and underground facilities using augmented reality. In order to visualize objects based on the ground coordinate system on a smartphone using augmented reality, high accuracy of the position and attitude of th

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El-Ashmawy, Khalid L. A. "Investigation of the Accuracy of Google Earth Elevation Data." Artificial Satellites 51, no. 3 (2016): 89–97. http://dx.doi.org/10.1515/arsa-2016-0008.

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Abstract Digital Elevation Models (DEMs) comprise valuable source of elevation data required for many engineering applications. Contour lines, slope - aspect maps are part of their many uses. Moreover, DEMs are used often in geographic information systems (GIS), and are the most common basis for digitally-produced relief maps. This paper proposes a method of generating DEM by using Google Earth elevation data which is easier and free. The case study consisted of three different small regions in the northern beach in Egypt. The accuracy of the Google earth derived elevation data are reported us

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Sina, Bledar. "Building the Geodesic Network for the City of Gramsh through GNSS Surveys." International Research Journal of Innovations in Engineering and Technology 08, no. 03 (2024): 59–63. http://dx.doi.org/10.47001/irjiet/2024.803008.

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This study presents the methodology and results of establishing a geodesic network for the urban area of Gramsh, Albania, utilizing Global Navigation Satellite System (GNSS) surveys. The development of an accurate geodetic framework is essential for various applications including urban planning, infrastructure development, and cadastral mapping. The research focuses on deploying GNSS receivers strategically across Gramsh to collect precise positioning data, which is subsequently processed using differential correction techniques to achieve centimeter-level accuracy. Ground control points are e

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Roić, Miodrag, Josip Križanović, and Doris Pivac. "An Approach to Resolve Inconsistencies of Data in the Cadastre." Land 10, no. 1 (2021): 70. http://dx.doi.org/10.3390/land10010070.

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Анотація:

A cadastre, as one of the key registers of land administration, must be maintained to provide up-to-date land information. Before digitization, technical and alphanumerical datasets were maintained separately, leading to redundant data. This resulted in numerous inconsistencies between the cadastral map and the register, leading to the loss of integrity of these authoritative data. The fact that the cadastral map and the register are in the electronic form today does not guarantee their integrity and quality. The aim of this research was to develop a methodology for analyzing and resolving the

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Terekhova, Tamara. "THE CONCEPT AND FEATURES OF CADASTRAL ACTIVITY." Law Journal of Donbass 75, no. 2 (2021): 9–16. http://dx.doi.org/10.32366/2523-4269-2021-75-2-9-16.

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Анотація:

The article is devoted to the theoretical substantiation of cadastral activity as a legal category, which will further contribute to an in-depth understanding of this phenomenon and protection of the rights of owners and land users of land plots as objects of such activity. The article argues that the implementation of land cadastral activities involves active actions of authorized bodies, whose competence is also related to the implementation of cadastral activities and ensuring the functions of the State Land Cadastre. It is concluded that land cadastral activity can be considered an act of

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Suranov, N. A., A. Yu Romanchikov, and V. A. Valkov. "The examination of a possibility for usage of an Iphone 12 Pro lidar to indoor measurements for state cadastral registration." Vestnik SSUGT (Siberian State University of Geosystems and Technologies) 28, no. 3 (2023): 33–46. http://dx.doi.org/10.33764/2411-1759-2023-28-3-33-46.

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The paper is devoted to an examintaion of a possibilty for usage of LiDAR integrated into modern smartphones (on the example of iPhone 12 Pro) to indoor measurements. Most often this type of measurements is carried out for inventory or state cadastral registration. For this the mentioned device was used to collect data of two complex shaped rooms. Afterwards the data were compared with two point clouds created by ground-based LiDAR providing the accuracy of the claimed works and accepted as standard measurement data. The comparison was provided both for point clouds (using CloudCompare) and fo

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Tomaštík, Julián, and Martin Žilka. "Použiteľnosť elektronických pomôcok pre buzolové meranie v lesníckom mapovaní a výskume." Forestry Journal 59, no. 2 (2013): 120–29. http://dx.doi.org/10.2478/forj-2014-0026.

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Abstract The paper contains output of the research aimed on applicability of compass measurement using laser range-finder Impulse LR 200 and electronic compass LTI MapStar Compass Module in forestry mapping and research. The research was aimed on the impact of measurement methods and also methods of computation on the final precision of the position evaluation. Because the combination of instruments, with the Field-Map software, is also used in forestry research (forest inventory, research of natural forests), the paper shows also the methods of evaluation referring to this field of use of com

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