Journal articles: 'Cadastral Survey'

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Rao, S. S., J. R. Sharma, S. S. Rajashekar, D. S. P. Rao, A. Arepalli, V. Arora, Kuldeep, R. P. Singh, and M. Kanaparthi. "Assessing Usefulness of High-Resolution Satellite Imagery (HRSI) for Re-Survey of Cadastral Maps." ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences II-8 (November 27, 2014): 133–43. http://dx.doi.org/10.5194/isprsannals-ii-8-133-2014.

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The Government of India has initiated “National Land Records Modernization Programme (NLRMP)” with emphasis to modernize management of land records, minimize scope of land/property disputes, enhance transparency in the land records maintenance system, and facilitate moving eventually towards guaranteed conclusive titles to immovable properties in the country. One of the major components of the programme is survey/re-survey and updating of all survey and settlement records including creation of original cadastral records wherever necessary. The use of ETS/GPS, Aerial or High Resolution Satellite Images (HRSI) and hybrid method of images are suggested for re-survey in the guidelines. The emerging new satellite technologies enabling earth observation at a spatial resolution of 1.0m or 0.5m or even 0.41m have brought revolutionary changes in the field of cadastral survey. The highresolution satellite imagery (HRSI) is showing its usefulness for cadastral surveys in terms of clear identification of parcel boundaries and other cultural features due to which traditional cadastre and land registration systems have been undergoing major changes worldwide. In the present research study, cadastral maps are derived from ETS/GPS, HRSI of 1.0m and 0.5m and used for comparison. The differences in areas, perimeter and position of parcels derived from HRSI are compared vis-a-vis ETS/GPS boundaries. An assessment has been made on the usefulness of HRSI for re-survey of cadastral maps vis-a-vis conventional ground survey.

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Bennett, Rohan M., Paul van der Molen, and Jaap A. Zevenbergen. "Fitted, Green, and Volunteered: Legal and Survey Complexities of Future Boundary Systems." GEOMATICA 66, no. 3 (September 2012): 181–93. http://dx.doi.org/10.5623/cig2012-038.

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The disparity between the legal understanding of boundaries and their surveyed location is explained. The impacts of this disparity on three boundary fabrics issues: survey-accuracy; greening cadastres; and crowd-sourced cadastres are then examined. The features are selected based on contemporary discourse within the domain of land administration. Survey-accuracy is found to be a confused, misused, and often politicized term. The concept of idealization precision should be revisited and embedded into both curriculum and cadastral design. Green boundaries, at least some forms, are already handled in some systems; however, newer varieties require better tools for adjudication, demarcation, survey, recording, and adherence. Crowdsourced data can be understood as a re-emergence of deeds style registration with its associated benefits and disadvantages. It might support existing cadastral systems, particularly those that lack complete coverage; however, it may also be used to publicize discontent with these existing systems. The paper illustrates lessons, threats, and opportunities for land practitioners involved with the establishment and maintenance of the legal boundary fabric.

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Gill, J., N. S. Shariff, K. M. Omar, A. H. M. Din, and Z. M. Amin. "A REVIEW ON LEGAL TRACEABILITY OF GNSS MEASUREMENTS IN THE MALAYSIAN CADASTRAL PRACTICE." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-4/W1 (September 29, 2016): 191–97. http://dx.doi.org/10.5194/isprs-archives-xlii-4-w1-191-2016.

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As the dependency on Global Navigation Satellite System (GNSS) in surveying has been growing over the years, the need for legal traceability of GNSS measurements has become a significant matter. In Malaysia, with the advent of the Malaysia Real-time Kinematic Network (MyRTKnet), GNSS surveying has revolutionised land survey and mapping. Correspondingly, the Department of Survey and Mapping Malaysia (DSMM) amended and published standard regulations and guidelines concerning cadastral survey, i.e., Cadastral Survey Regulations 2009, to include GNSS measurements. However, these regulations and guidelines has not comprehensively incorporated legal traceability of GNSS measurements; which is a prerequisite for cadastral surveys as it requires reliable and conclusive evidence for issues such as boundary disputes. The first objective of this paper is to review and discuss the legal traceability of GNSS measurements. Secondly, it will highlight the current practice and issues, i.e., with regard to legal traceability, within the present Malaysian cadastral regulation and guidelines, in relation to the prevalently adopted Network RTK (N-RTK) technique, GNSS instrument calibrations, and reference stations’ accuracy. Lastly, a rudimentary best practice guideline for GNSS surveying in cadastral survey for Malaysia is proposed. It is expected that this paper will contribute to the implementation of a best practice guideline, which is inclusive of legal traceability of GNSS measurements, for the Malaysian cadastral practice.

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Mantey, S. "Suitability of Unmanned Aerial Vehicles for Cadastral Surveys." Ghana Mining Journal 19, no. 1 (June 30, 2019): 1–8. http://dx.doi.org/10.4314/gm.v19i1.1.

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Cadastral surveys in Ghana often employ well known surveying equipment such as Total Station andGNSSreceivers or a combination of both. These survey techniques are well-established and widely accepted. However, there are limitations in certain areas. In situations where difficult terrain and inaccessible areas and dense vegetation are encountered or when surveyor’s life may be at risk, Unmanned Aerial Vehicles (UAVs) could be used to overcome the limitations of these well-established survey instruments. This research used high resolution images from UAV (DJI Phantom 4) to survey plots within the University of Mines and Technology land area. Coordinates of the boundary points were extracted using Agisoft Photoscan.GNSSreceivers were also used to survey the land and the same boundary point coordinates obtained and compared. This enabled the establishment of accurate ground control points for georeferencing. The coordinates obtained from both UAV andGNSSSurveys were used to prepare cadastral plans and compared. The difference in Northings and Eastings from UAV andGNSSsurveys were +0.380 cmand +0.351 cmrespectively. These differences are well within tolerance of +/-0.9114 m(+/-3 ft) set by the Survey and Mapping Division (SMD) of the Lands Commission for cadastral plans production. This research therefore concludes that high resolution images from UAVs are suitable for cadastral surveying. Keywords: Unmanned Aerial Vehicles, Drones, Global Navigation Satellite Systems, Cadastral Surveys

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Tamrakar, Rabindra Man. "Potential Use of GPS Technology For Cadastral Surveys in Nepal." Journal on Geoinformatics, Nepal 12 (October 31, 2013): 33–40. http://dx.doi.org/10.3126/njg.v12i0.9071.

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Global Positional Systems (GPS) now is competing with traditional surveying techniques in almost all fields of geodesy and cadastral surveying after the availability of highly productive new systems such as Real Time Kinematic (RTK) systems along with the use of Global Navigation Satellite Systems (GNSS). Although the cadastral mapping of the entire Nepal was completed in 1996 using graphical survey with plane table technique, derived information from the existing maps now are outdated and do not fulfil the needs of the general public. Updating cadastral maps is not only necessary but vital in Nepal. Survey Department under the Ministry of Land Reforms & Management, Government of Nepal now has to adopt an appropriate innovative approach for cadastral mapping in the country in order to meet the growing public demands on reliable land information system, to provide speedy land administrative services as well as for overall development of the country. With continual research and development into GPS, the techniques and systems developed have become more reliable, cheaper and more productive, making GPS more attractive for a range of surveying solutions including cadastral mapping. Though high resources may be initially required for the RTK GPS technology for cadastral surveys in Nepal when compared to presently available optical surveying techniques, it would be justifiable in investing in GPS surveys. This technology, however, will not replace the existing survey techniques but it will provide another means in carrying out cadastral surveys especially in the area where the conventional technique is not economically and temporally viable. Nepalese Journal on Geoinformatics -12, 2070 (2013AD): 33-40

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Aditya, Trias, Dany Laksono, Febrian F. Susanta, I. Istarno, D. Diyono, and Didik Ariyanto. "Visualization of 3D Survey Data for Strata Titles." ISPRS International Journal of Geo-Information 9, no. 5 (May 7, 2020): 310. http://dx.doi.org/10.3390/ijgi9050310.

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Major cities and urban areas are beginning to develop and use 3D properties and public facilities. Consequently, 3D cadastral surveys are increasingly being employed for strata unit ownership registration as a part of land administration services. At present, most national land information systems do not support 2D and 3D cadastral visualizations. A field survey or validation survey is required to determine the geometry of 3D spatial units for property registration. However, the results of 3D surveys and mapping are not stored in the land information system. This work aims to integrate 2D and 3D geospatial data of property units collected from cadastral surveys with their corresponding legal data. It reviews the workflow for the use of 3D survey data for first-titling of 3D properties in Indonesia. A scenario of use and a prototype were developed based on existing practices and the possibility of extending Indonesia’s Land Administration Domain Model (LADM) to represent 3D units. Data submitted to the prototype as 3D geometries was survey data from 3D cadastral surveys or validation surveys utilizing terrestrial survey methods. The prototype used PostGIS and Cesium Ion to store 3D geometries of data from six 3D surveys. Registrars in local land offices could use the prototype to undertake strata unit registration that establishes a relationship among geospatial features and their survey documents and legal documents. Cesium JS was used as a 3D browser, customized as a web application, to manage and visualize 3D survey data to support strata title registration. The results demonstrate that the first titling of 3D cadaster objects could be conducted and properly visualized in Indonesia by extending the existing LADM with more support for 3D spatial representations and survey documents.

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Tamrakar, Rabindra Man. "A Prospect of Digital Airborne Photogrammetry Approach for Cadastral Mapping in Nepal." Journal on Geoinformatics, Nepal 11 (December 3, 2012): 1–6. http://dx.doi.org/10.3126/njg.v11i0.23109.

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Although the history of land recording system is very old in Nepal, systemic cadastral survey was commenced only after the promulgation of Land Measurement Acts in 1963 and the implementation of land reform programme in 1964. Cadastral survey of all 75 districts of Nepal was completed in 1995/96 using traditional graphical method with plane tables and telescopic/plane alidades. Derived information from the existing maps now are outdated and do not fulfill the needs of the general public. 27 out of the 83 district survey offices under Survey Department, Government of Nepal are presently involved in cadastral mapping of the village block areas which previously have been left out in the first phase of surveys (1964-1996). These offices as well are engaged in the preparation of new mapping series of the districts using the same traditional graphical survey method. The speed of this survey is relatively slow and the general public also is not very satisfied with this resurveying method. People now are soliciting for updated and reliable land information based on new cadastral maps due to greater demand for land market and higher land values. Now the time has come to adopt an appropriate innovative approach for resurveying in the country in order to meet the growing public demands on reliable land information system as well as to provide prompt services. Although various technologies in cadastral mapping are currently available, digital airborne photogrammetry using aerial photographs probably could be an appropriate technology for resurveying in Nepal, especially in the hilly districts for developing accurate and reliable land information system.

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Hoogsteden, Chris, Paul Denys, and Dan McDaid. "Cadastral surveys and the GPS option: Origina definition, time and cost comparisons for an urban cadastral survey." Australian Surveyor 42, no. 2 (July 1997): 45–52. http://dx.doi.org/10.1080/00050326.1997.10440328.

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McDaid, Daniel, Paul Denys, and Christopher Hoogsteden. "Cadastral Surveys and the GPS Option: Origin Definition, Time and Cost Comparisons for an Urban Cadastral Survey." Australian Surveyor 42, no. 2 (July 1997): 45–52. http://dx.doi.org/10.1080/00050343.1997.10558683.

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Weissmann, K. "PHOTOGRAMMETRY APPLIED TO CADASTRAL SURVEY IN SWITZERLAND." Photogrammetric Record 7, no. 37 (August 26, 2006): 5–15. http://dx.doi.org/10.1111/j.1477-9730.1971.tb01123.x.

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Zeng, Zhen Hua. "The Primary Exploration for the Using of South CASS7.0 Mapping System Drawing Profile Map." Advanced Materials Research 243-249 (May 2011): 26–31. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.26.

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Southern surveying and mapping instruments company CASS terrain, cadastral mapping software is based on AutoCAD platform technology of digital mapping data acquisition system. Widely used to terrain mapping, cadastral mapping, engineering survey three major areas of application, by using terrain mapping, cadastral mapping software of CASS7.0,the author explored a method about using terrain mapping, cadastral mapping software of CASS7.0 to drawing profile map, through the application for line project theoretical and practical research to achieve the desired effect, solved the problem by using terrain mapping, cadastral mapping software of CASS7.0.

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Bin Isa, M. N., T. C. Hua, and N. Z. Binti Abdul Halim. "SMARTKADASTER: OBSERVING BEYOND TRADITIONAL CADASTRE CAPABILITIES FOR MALAYSIA." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XL-2/W4 (October 19, 2015): 53–55. http://dx.doi.org/10.5194/isprsarchives-xl-2-w4-53-2015.

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The digital age for cadastral surveying started in stages, more than 20 years ago in Malaysia and JUPEM played a vital role in its successful implementation nationwide. One of the key products of cadastral survey is cadastral maps, which provide useful information for any land information system. However, as technology evolved and simplicity is familiarised, better services are anticipated and have affected how cadastral survey information are perceived. A paradigm shift is necessary where enriched cadastral information is required for multiple usage and allow real cadastral information based services to users. On that note, JUPEM is intrigued to develop a system where National Digital Cadastral Database is value added with other geospatial information for a smart and multipurpose environment and clearly be interpreted as a decision making tool with the aids of 3D realistic spatial data, namely SmartKADASTER. The SmartKADASTER is an ongoing project developed by JUPEM with the aim to establish a realistic and SMART cadastral-based spatial analysis platform for an effective planning, decision making, enabling efficiencies and enhancing communication and management to support SMART services towards SMART City enablement in Malaysia. It is developed in phases with the Federal Territory of Putrajaya and Kuala Lumpur as the initial project implementation area. This paper provides awareness and insights of the on-going development of the project and how it could benefit potential users and stakeholders.

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Poornima, A., R. Jagadeeswaran, Balaji Kannan, and R. Sivasamy. "Generating cadastral base for Kolathupalayam village in Tamil Nadu from high resolution LISS IV sensor data." Journal of Applied and Natural Science 8, no. 4 (December 1, 2016): 2007–10. http://dx.doi.org/10.31018/jans.v8i4.1078.

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In the present study an attempt was made to generate cadastral base from high resolution satellite image (LISS IV) and to integrate with land use land cover information. The digital cadastral map with survey number for Kolathupalayam village in Erode district of Tamil Nadu was scanned, digitized and parcels were extracted. Similarly parcels or field boundaries were digitized and extracted from satellite image and were statistically compared by area. The area obtained from both the source through digitization correlated well with a pearson correlation of 0.87 and it was significant at 5 per cent. Thus, the area comparisons from both methods are significant indicating boundaries of individual fields generated from satellite image matched well with the one generated from cadastral map. The cadastral base generated from satellite image was overlaid on the classified image (level III output) to identify and generate land cover information against each survey number. Thus, the LISS IV data can be used for the identification and extraction of cadastral boundaries with good accuracy.

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Chio, Shih-Hong, and Cheng-Chu Chiang. "Feasibility Study Using UAV Aerial Photogrammetry for a Boundary Verification Survey of a Digitalized Cadastral Area in an Urban City of Taiwan." Remote Sensing 12, no. 10 (May 25, 2020): 1682. http://dx.doi.org/10.3390/rs12101682.

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In conducting land boundary verification surveys in digitalized cadastral areas in Taiwan, possible parcel points must be surveyed. These points are employed in the overlap analysis and map registration of possible parcel points and digitalized cadastral maps to identify the coordinates of parcel points. Based on the computed horizontal distance and angle between control points and parcel points, parcels are staked out using ground surveys. Most studies survey possible parcel points using ground surveys with, for example, total stations. Compared with ground surveys, UAV (Unmanned Aerial Vehicle) aerial photogrammetry can provide more possible parcel points. Thus, an overlap analysis of digitalized cadastral maps, combined with the collection of possible parcel points, will be more comprehensive. In this study, a high-quality-medium format camera, with a 55 mm focal length, was carried on a rotary UAV to take images, with a 3 cm ground sampling distance (GSD), flying 300 m above the ground. The images were taken with an 80% end-lap and side-lap to increase the visibility of the terrain details for stereo-mapping. According to the test conducted in this study, UAV aerial photogrammetry can accurately provide supplementary control points and assist in the boundary verification of digitalized cadastral areas in Taiwan.

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Dangol, Susheel, and Buong Yong Kwak. "Improvement of Cadastral System: Scope in Nepal." Journal on Geoinformatics, Nepal 12 (October 31, 2013): 19–24. http://dx.doi.org/10.3126/njg.v12i0.9069.

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The cadastral system in Nepal is developing continuously with gradual speed. Cadastralsurvey started with chain survey and in due course of time, plane table survey was adopted for the survey in spite of its limitations in accuracy and time. Currently, total station has been practiced in few municipalities for this purpose. The paper focuses on the probability of modern data handling technology; Total station, Global Positioning System (GPS), Participatory GIS and Remote Sensing as the appropriate technology for the improvement of existing cadastral system of the country. Current situation of the cadastral system and the technology used, its shortcomings and the suitability of the proposed data handling technology are discussed in the paper. Nepalese Journal on Geoinformatics -12, 2070 (2013AD): 19-24

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Rada, Artem, Svetlana Kononova, Angela Yushkovskaya, and Aleksandr Kuznetsov. "Economic efficiency estimation of unmanned aircraft application for aerial photography." E3S Web of Conferences 291 (2021): 04005. http://dx.doi.org/10.1051/e3sconf/202129104005.

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The use of unmanned aerial vehicles (hereinafter referred to as “UAV”) is one of the most popular ways of collecting objective spatial data on the land plots under survey. The main advantages of UAVs include the significantly lower cost of surveying, design and complex cadastral works compared to traditional methods of determining coordinates (e.g. performing a tacheometric survey and plane-table survey). The designed sector of block No. 9 in the Yurga urban district of Kemerovo region with cadastral No. 42:36:0102001 (land category: residential), comprising 22 apartment buildings, is taken as an example. The economic performance of land plots marking, carried out with cadastral accuracy, based on data obtained using UAVs and without the use thereof, is assessed.

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Teskey, W. F., and J. W. MacLeod. "Application of statistical testing to cadastral survey traverses." CISM journal 42, no. 1 (January 1988): 17–21. http://dx.doi.org/10.1139/geomat-1988-0002.

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In cadastral survey practice the “ratio” method is commonly used to determine whether or not a given measured traverse is acceptable. The method, however, does not take into account estimated standard deviations (random errors) of traverse observations (angles, distances and in some cases coordinates) or traverse geometry. In this paper the authors propose that a statistical test of the misclosure replace the “ratio” method. The test will indicate, at a chosen confidence level, whether or not a given traverse misclosure should be accepted. All computations required to apply the method are given and two examples are presented to show how the method is applied. Because the method can take into account estimated random errors of coordinates, it is well suited for application to traverses within control networks in which coordinates of control points have previously been established by satellite, inertial, photogrammetric, ground survey or combined methods.

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Kim, IL. "An Analysis on the Application of Cadastral Survey to World Geodetic System Transformed Cadastral Map." Journal of the Korean Cadastre Information Association 22, no. 1 (April 30, 2020): 3–17. http://dx.doi.org/10.46416/jkcia.2020.04.22.1.3.

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Chen, Yun Fang, Bo Shi, and Ruo Fei Zhong. "Current Digital Cadastral Surveying Method Research." Applied Mechanics and Materials 170-173 (May 2012): 2949–52. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.2949.

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Digital Cadastral is direct application results of digital mapping technology to cadastral surveying, which could enter cadastral management system directly to accomplish city digital cadastral databases to meet needs of information-based cadastral management and digital city. With discussion of common method and technology of digital mapping, system configuration and working mode of digital mapping system were presented firstly, and then concerned contents such as survey instruments, observation methods, data collection patterns and mapping software etc. were explored. Aiming at three widely used field digital mapping methods, working pattern and mapping mode of coding mapping method, sketch mapping method and electronic plate mapping method were compared, and then surveying precision, work efficiency and existing problems were analyzed. Subsequently, concrete working flow of digital Cadastral Surveying was layout. In the end, some corresponding conclusions were gained consequently and future development trend expectation was proposed.

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Sukhanova, D. A., and O. N. Lykasov. "CADASTRAL WORKS ON THE FORMATION OF LAND PLOTS BY REDISTRIBUTION TO JV MIKHAILOVSKY S / S MR UFIM DISTRICT OF THE REPUBLIC OF BASHKORTOSTAN." RUSSIAN ELECTRONIC SCIENTIFIC JOURNAL 35, no. 1 (March 27, 2020): 144–53. http://dx.doi.org/10.31563/2308-9644-2020-35-144-153.

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The article discusses the basic regulatory acts governing cadastral work. Using the example of the land survey plan of the Republic of Ufa, the Ufa district of the Republic of Belarus, the main stages of the formation of the land plan were studied and presented: preparatory, desk and field work. The boundary plan for redistribution (cadastral procedure, as a result of which 2 or more plots form new adjacent land plots) is prepared in accordance with the RF Labor Code and orders of the Ministry of Energy of the Russian Federation No. 921, 90. The boundary plan is prepared in special programs. The boundary plan and the application for registration with the cadastre are submitted to the Rosreestr branch in the Republic of Belarus for the registration of the site. After the registration of the land plot, an act of completed work and a registered boundary plan are issued.

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Byung-Il Bae. "A study on the legal problems of the assessment in the Korean cadastral survey and Korean cadastral survey of forest land." KYUNGPOOK NATIONAL UNIVERSITY LAW JOURNAL ll, no. 61 (April 2018): 193–217. http://dx.doi.org/10.17248/knulaw..61.201804.193.

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Šafář, Václav, Markéta Potůčková, Jakub Karas, Jan Tlustý, Eva Štefanová, Marián Jančovič, and Drahomíra Cígler Žofková. "The Use of UAV in Cadastral Mapping of the Czech Republic." ISPRS International Journal of Geo-Information 10, no. 6 (June 3, 2021): 380. http://dx.doi.org/10.3390/ijgi10060380.

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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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Arslanov, A. Z., and I. S. Minniakhmetov. "CADASTRAL WORKS IN CONNECTION WITH THE FORMATION OF THE LAND PLOT BY SECTION OF THE LAND PLOT OF THE MR KUSHNARENKOVSKY DISTRICT OF REPUBLIC OF BASHKORTOSTAN." RUSSIAN ELECTRONIC SCIENTIFIC JOURNAL 35, no. 1 (March 27, 2020): 68–82. http://dx.doi.org/10.31563/2308-9644-2020-35-1-68-82.

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The article discusses the basic regulatory acts governing cadastral work. Using the example of the Kushnarenkovsky MR survey plan, the main stages of the formation of the survey plan were studied and presented: preparatory, cameral and field work. Cadastral registration - is the basis for the tax base for property tax, control over their use and protection of land and other real estate; real estate is assessed and a reasonable fee for its use is established, state registration of rights to real estate and transactions with it is ensured. The registry allows you to provide information in the civil circulation of land and other real estate. Cadastral registration and registration of rights allows you to protect the rights of citizens and legal entities to real estate.

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Anikeeva, I. A., N. M. Babashkin, S. A. Kadnichanskiy, and S. S. Nekhin. "The Possibility and Effectiveness of Using Drones When Performing Cadastral Works." Geodesy and Cartography 938, no. 8 (September 20, 2018): 44–52. http://dx.doi.org/10.22389/0016-7126-2018-938-8-44-52.

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The analysis of the capabilities and effectiveness of the aerial survey using a drone for determining the coordinate points of the real estate objects’ boundaries with photogrammetric method in doing cadastral works basing on established requirements is given. The matters of coordinates’ definition accuracy are considered basing on the results of research trials of hardware and software systems of digital aerial photography and photogrammetric processing based on using drones and the aerial photos of the polygon. The results of a comparative analysis of the aerial survey effectiveness using drones of various types and traditional aerial survey with manned aircraft are given. The factors affecting the efficiency are analyzed. Issues of creating the legislation base for aerial survey with drones are discussed. The conclusion is made about possibility of aerial survey using unmanned aircraft to determine the coordinates of the real estate objects’ boundaries with precision meeting the established requirements. Planning aerial surveys with drones for cadastral tasks should be primarily based on economic factors (time and cost), taking into account the specific conditions of the subject and used hardware and software.

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Williamson, I. P., and B. C. Rainbird. "The Australian Capital Territory Cadastral Survey and Mapping System." Australian Surveyor 33, no. 4 (December 1986): 306–26. http://dx.doi.org/10.1080/00050326.1986.10438904.

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Bin, Aw York, and Goh Pong Chai. "IMPROVING CADASTRAL SURVEY CONTROLS USING GPS SURVEYING IN SINGAPORE." Survey Review 33, no. 261 (July 1996): 488–95. http://dx.doi.org/10.1179/sre.1996.33.261.488.

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Brumec, Miran, and Janez Koleša. "Land cadastral representation adjustment when making land survey plan." Geodetski vestnik 55, no. 02 (2011): 284–91. http://dx.doi.org/10.15292/geodetski-vestnik.2011.02.284-291.

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Alwan, Imzahim, Noor Hamed, and Haifaa Husien. "Accuracy assessment of cadastral maps using high resolution aerial photos." MATEC Web of Conferences 162 (2018): 03025. http://dx.doi.org/10.1051/matecconf/201816203025.

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A cadastral map is a map that shows the boundaries and ownership of land parcels. Some cadastral maps show additional details, such as survey district names, unique identifying numbers for parcels, certificate of title numbers, positions of existing structures, section or lot numbers and their respective areas, adjoining and adjacent street names, selected boundary dimensions and references to prior maps. In Iraq / Baghdad Governorate, the main problem is that the cadastral maps are georeferenced to a local geodetic datum known as Clark 1880 while the widely used reference system for navigation purpose (GPS and GNSS) and uses Word Geodetic System 1984 (WGS84) as a base reference datum. The objective of this paper is to produce a cadastral map with scale 1:500 (metric scale) by using aerial photographs 2009 with high ground spatial resolution 10 cm reference WGS84 system. The accuracy assessment for the cadastral maps updating approach to urban large scale cadastral maps (1:500-1:1000) was ± 0.115 meters; which complies with the American Social for Photogrammetry and Remote Sensing Standards (ASPRS).

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Campbell, Gord, and Paul Egesborg. "Designing a property fabric information system for canada lands." CISM journal 44, no. 3 (October 1990): 251–55. http://dx.doi.org/10.1139/geomat-1990-0025.

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The efficient access to and management of approximately 100 000 cadastral survey related records by the Federal Department of Energy, Mines and Resources, Legal Surveys Division, requires the application of GIS and Data Base Management technology. This paper discusses the design process, general specifications, functional requirements, and data model, of a Property Fabric Information System now in development in the Division. This system will be the GIS component of an Automated Canada Lands Information System that the Division will use to manage the majority of its administrative and technical data. The data conversion methodology that will be used to build the databases for this cadastral GIS application, is also outlined.

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Dangol, Susheel, Prakash Joshi, and Tanka Prasad Dahal. "Online Service Delivery in Survey Offices: Step towards e-Land Administration." Journal on Geoinformatics, Nepal 20, no. 1 (December 1, 2020): 67–74. http://dx.doi.org/10.3126/njg.v20i1.39480.

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Survey Offices established at the districts under Survey Department are supporting with cadastral survey and the updating the parcels according to the land transactions. Almost all of the district offices among 131 of such are conducting its daily activities in digital environment. At present all the district survey offices have their own server and individual desktop applications are running to conduct the daily activities. In the recent development, Survey Department has developed three tier client-server based system architecture where application and database server are managed in central server hosted in Government Integrated Data Centre and clients access these server to provide the service. This system has enabled to integrate all the cadastral data from district survey office to single central archive. “Nepal Land Information System (NeLIS)” for daily service delivery from the survey offices and “MeroKitta” to get online service facility from survey offices has been developed and implemented in few numbers of the survey offices and planned to replicate in further offices.

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Jargalsaikhan, Erdenechandmani, Khulan Borchuluun, Shinebayar Turbat, and Myagmarjav Indra. "Legal opportunity to implement 3D cadastre in Mongolia." Mongolian Journal of Agricultural Sciences 29, no. 1 (April 30, 2020): 157–61. http://dx.doi.org/10.5564/mjas.v29i1.1385.

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The latest trends in the development of global land cadastre are spatial or 3D cadastre. Despite the fact that the land cadastre in our country has been developing rapidly over the past 20 years, the technology and method of land cadastre are still based on the principle of traditional 2D cadastre. Therefore, we conducted a survey of the land cadastre legal environment of Mongolia to introduce 3D cadastre. The first law on land cadastre activity is the Cadastre Mapping and Land Cadastre Law, which has been regulating for 21 years since 1999. Within the framework of National program to introduce an integrated registration system in Mongolia, Government Resolution 78 was adopted in 2008. This document addresses the issue of introducing “3D cadastral surveying and registration system” in the development of spatial databases, but has not been developed as a legal document. This research focuses on analysis of 10 selected laws, which are most relevant and consistent with the purpose of regulating the 3D cadastre from the package of land laws and thorough examination of each law, selection, and analysis of information taking into account legal terminology, cadastral mapping, registration of rights, and database. The general concept and content of the laws under study are in accordance with the general legal concept of 3D cadastral relations. The first step in improving the legal environment for 3D cadastre is the amendment to the law on cadastral surveying and land cadaster and other regulations can be adopted through improving, updating and developing government regulations and relevant standards. Монгол улсад 3D кадастрыг нэвтрүүлэх хууль эрх зүйн боломж Дэлхий нийтийн газрын кадастрын хөгжлийн хамгийн сүүлийн үеийн чиг хандлага нь орон зайн буюу 3D кадастр юм. Манай улсын газрын кадастр нь сүүлийн 20 жилийн хугацаанд хурдацтай хөгжиж байгаа ч кадастрын технологи, арга зүй нь уламжлалт 2D кадастрын зарчимд тулгуурласан хэвээр байна. Иймд бид 3D кадастрыг нэвтрүүлэх зорилгоор Монгол улсын газрын кадастрын эрх зүйн орчинд судалгааг хийв. Газрын кадастрын үйл ажиллагааг зохицуулах анхны бие даасан хууль нь Кадастрын зураглал ба газрын кадастрын тухай хууль бөгөөд 1999 оноос хойш 21 жил хүчин төгөлдөр мөрдөгдөж байна. Монгол улсад бүртгэлийн нэгдсэн тогтолцоог бий болгох үндэсний хөтөлбөрийн хүрээнд Засгийн газрын 2008 оны 78-р тогтоол батлагдсан. Энэхүү баримт бичигт орон зайн мэдээллийн санг боловсронгуй болгох чиглэлээр “гурван хэмжээст кадастрын зураглал болон бүртгэлийн тогтолцоог нэвтрүүлэх” асуудлыг тусгасан боловч энэ нь эрх зүйн хүрээний баримт бичиг болон тусгайлан боловсруулагдаагүй байна. Энэхүү судалгааны ажилд 3D кадастрыг хуулийн хүрээнд зохицуулах, хамгийн тохиромжтой, зорилготой нийцэхүйц газрын харилцааны багц хуулиудаас арван хуулийг сонгон авч, хууль тус бүрийг нарийн судлан хуулийн нэр томъёо, кадастрын зураглал, эрхийн бүртгэл, мэдээллийн сан гэсэн үзүүлэлтүүдийг харгалзан, мэдээллүүдийг сонгон авч түүнд дүн шинжилгээ хийхэд чиглэсэн. Судалгаанд хамрагдсан хуулиудын ерөнхий үзэл баримтлал, агуулга цар хүрээ нь 3D кадастрын харилцааг зохицуулах эрх зүйн суурь үзэл баримтлалтай өргөн агуулгаараа нийцэж байна. 3D кадастрын эрх зүйн орчныг боловсронгуй болгох эхний алхам бол Кадастрын зураглал ба газрын кадастрын хуульд нэмэлт өөрчлөлт оруулах явдал бөгөөд бусад харилцааг засгийн газрын дүрэм, журам, норм нормативыг шинэчлэх, шинээр боловсруулах зэргээр зохицуулах бүрэн боломжтой гэж үзэж байна. Түлхүүр үг: хууль, эрх зүй, бүртгэл, зураглал, орон зайн бүртгэл

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Fukalová, Petra, and Hana Pokladníková. "Land use developmental trends in cadastral area Žabčice." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 58, no. 2 (2010): 69–76. http://dx.doi.org/10.11118/actaun201058020069.

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This article is focused on the land use development in the cadastral area Žabčice since the mid of the 20th century. Žabčice lies in South Moravia at a distance of less than 25 km south from Brno and its land area is 817 ha. This selected cadastre is part of University Agricultural Enterprise (UAE) Žabčice area and has been chosen because of the relevance for the MUAF in Brno. Dominant activity in this cadastral area is agriculture. The land use was evaluated from 1950’s to the present time.According to availability of suitable map underlays three basic time profiles (1953, 1990 and 2007) were chosen. For evaluation of land use development following materials were used: archival aerial photographs, ortophotos, basic and cadastral maps, archival documents. Field survey of selected area was also necessary. Thirteen land use categories have been identified as an outcome of interpretation of maps. These categories were compared by methods of comparative measurement of areas. The area of particular land use categories in landscape with regard to land area of whole model area in hectares and further their percentage representation were found out. Data processing and all analyses were done in GIS environment (software ArcGIS 9.1).In 2007 (compared with 1953) forest area had increased by about 1 %, orchards by 2 %, vineyards by 12 % and the increase of built-up and other areas by 8 % was also evident. The area of following categories decreased: arable land by 21 %, TTP by 2 %, garden by 1 %. The most significant trend in the cadastral Žabčice is decrease of arable land area recorded during the whole period. Other trends are following: the increase of vineyard areas, smaller increase of the orchard area and increase of built-up and other areas. In the context of political and socio-economic factors, non-forest vegetation was negatively marked. These changes correspond with changes in Czech Republic in the same time interval.

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Szabova, Martina, and Frantisek Duchon. "Survey Of GNSS Coordinates Systems." European Scientific Journal, ESJ 12, no. 24 (August 30, 2016): 33. http://dx.doi.org/10.19044/esj.2016.v12n24p33.

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The use of satellite positioning systems to determine position in reference frame can introduce serious practical difficulties. The problem can be in the fields of navigation, map revision or cadastral surveying. It arises because in local area the local coordinate system were used. The problem can be solved by transformation between coordinates frame. Global navigation satellite systems (GNSS) don’t use same reference frame and it is important to know transformation between this systems. This paper works with information of many international organizations and their documents. It contains information about reference coordinate system of GNSS, information about local coordinates system used in North America, UK, and Europe.

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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 results can finally be determined by the inspector from sea cadastral survey. Experiments show that Parcel Sea Map automatic mapping can efficiently reduce the manual burden of present mapping.

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Harding, B., and A. Foreman. "CAPTURE AND THREE DIMENSIONAL PROJECTION OF NEW SOUTH WALES STRATA PLANS IN LANDXML FORMAT." ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences IV-4/W5 (October 23, 2017): 57–63. http://dx.doi.org/10.5194/isprs-annals-iv-4-w5-57-2017.

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New South Wales is embarking on a major reform program named Cadastre NSW. This reform aims to move to a single source of truth for the digital representation of cadastre. The current lack of a single source cadastre has hindered users from government and industry due to duplication of effort and misalignment between databases from different sources. For this reform to be successful, there are some challenges that need to be addressed. <br><br> “Cadastre 2034 – Powering Land & Real Property” (2015) published by the Intergovernmental Committee on Surveying and Mapping (ICSM) identifies that current cadastres do not represent real property in three dimensions. In future vertical living lifestyles will create complex property scenarios that the Digital Cadastral Database (DCDB) will need to contend with. While the NSW DCDB currently holds over 3 million lots and 5 million features, one of its limitations is that it does not indicate land ownership above or below the ground surface. <br><br> NSW Spatial Services is currently capturing survey plans into LandXML format. To prepare for the future, research is being undertaken to also capture multi-level Strata Plans through a modified recipe. During this research, multiple Strata Plans representing a range of ages and development types have been investigated and converted to LandXML. Since it is difficult to visualise the plans in a two dimensional format, quality control purposes require a method to display these plans in three dimensions. Overall investigations have provided Spatial Services with enough information to confirm that the capture and display of Strata Plans in the LandXML format is possible.

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Park, Chun Soo, Ki Heon Park, and Sung Eon Hong. "Accuracy Analysis of Network RTK Surveying for Cadastral Re-survey Project." Journal of Korean Society for Geospatial Information System 21, no. 4 (December 31, 2013): 117–23. http://dx.doi.org/10.7319/kogsis.2013.21.4.117.

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Ünveren, Burak, and Kazım Baycar. "Historical evidence for anchoring bias: The 1875 cadastral survey in Istanbul." Journal of Economic Psychology 73 (August 2019): 1–14. http://dx.doi.org/10.1016/j.joep.2019.04.008.

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Chimhamhiwa, Dorman, Onisimo Mutanga, and Paul van der Molen. "Measuring quality performance of cadastral survey and deeds registration work processes." Land Use Policy 28, no. 1 (January 2011): 38–46. http://dx.doi.org/10.1016/j.landusepol.2010.04.007.

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Falzon, Katie, and Ian Williamson. "Digital lodgement of cadastral survey data in Australia - issues and options." Australian Surveyor 46, no. 1 (June 2001): 62–71. http://dx.doi.org/10.1080/00050326.2001.10441944.

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Falzon, Katie, and Ian Williamson. "Digital Lodgement of Cadastral Survey Data in Australia-Issues and Options." Australian Surveyor 46, no. 1 (June 2001): 62–71. http://dx.doi.org/10.1080/00050355.2001.10558829.

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Ying, Shen, Lin Li, and Renzhong Guo. "Building 3D cadastral system based on 2D survey plans with SketchUp." Geo-spatial Information Science 14, no. 2 (January 2011): 129–36. http://dx.doi.org/10.1007/s11806-011-0483-2.

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Mourafetis, George, and Chryssy Potsiou. "IT Services and Crowdsourcing in Support of the Hellenic Cadastre: Advanced Citizen Participation and Crowdsourcing in the Official Property Registration Process." ISPRS International Journal of Geo-Information 9, no. 4 (March 25, 2020): 190. http://dx.doi.org/10.3390/ijgi9040190.

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Greece is one of the few European countries that has not yet a fully operating Cadastre at national coverage. Cadastral surveying and property registration have been completed only for about 8% of the Greek territory, which includes about 18% of the total property rights. At the remaining areas, cadastral surveying and property registration is still under development and is expected to be completed by the end of 2021. The cadastral survey is a participatory procedure in which property right holders, or their representatives, are expected to declare the land parcels on which they have property rights and submit all documents that prove these rights. The time frame available for the declaration is 3 months, which is specific for each municipality. Right holders are now enabled to provide both spatial and descriptive information, regarding their properties and property rights, without the need of a professional. That includes the parcel’s boundary lines along with the legal documents required to validate the declaration. Each right holder, or a representative, has the option to submit a declaration over the internet through a web application without the need of a professional. Within the frame of a PhD research, several concerns were addressed such as usability, security, and scalability in order for the outcome to support its scope while respecting binding constrains. As a result, two web applications have been created to officially support the Hellenic Cadaster property rights declaration process. The suggested approach was considered a big success in terms of both public acceptance and usability as shown from the statistics collected during the first eight months of its formal operation.

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Parida, P. K., M. K. Sanabada, and S. Tripathi. "Cadastral Resurvey using High Resolution Satellite Ortho Image - challenges: A case study in Odisha, India." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XL-8 (November 28, 2014): 1165–70. http://dx.doi.org/10.5194/isprsarchives-xl-8-1165-2014.

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Advancements in satellite sensor technology enabling capturing of geometrically accurate images of earth's surface coupled with DGPS/ETS and GIS technology holds the capability of large scale mapping of land resources at cadastral level. High Resolution Satellite Images depict field bunds distinctly. Thus plot parcels are to be delineated from cloud free ortho-images and obscured/difficult areas are to be surveyed using DGPS and ETS. The vector datasets thus derived through RS/DGPS/ETS survey are to be integrated in GIS environment to generate the base cadastral vector datasets for further settlement/title confirmation activities. The objective of this paper is to illustrate the efficacy of a hybrid methodology employed in Pitambarpur Sasana village under Digapahandi Tahasil of Ganjam district, as a pilot project, particularly in Odisha scenario where the land parcel size is very small. One of the significant observations of the study is matching of Cadastral map area i.e. 315.454 Acres, the image map area i.e. 314.887 Acres and RoR area i.e. 313.815 Acre. It was revealed that 79 % of plots derived by high-tech survey method show acceptable level of accuracy despite the fact that the mode of area measurement by ground and automated method has significant variability. The variations are more in case of Government lands, Temple/Trust lands, Common Property Resources and plots near to river/nalas etc. The study indicates that the adopted technology can be extended to other districts and cadastral resurvey and updating work can be done for larger areas of the country using this methodology.

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Puniach, Edyta, Agnieszka Bieda, Paweł Ćwiąkała, Anita Kwartnik-Pruc, and Piotr Parzych. "Use of Unmanned Aerial Vehicles (UAVs) for Updating Farmland Cadastral Data in Areas Subject to Landslides." ISPRS International Journal of Geo-Information 7, no. 8 (August 19, 2018): 331. http://dx.doi.org/10.3390/ijgi7080331.

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The purpose of this study was to verify the applicability of unmanned aerial vehicles (UAVs) to update cadastral records in areas affected by landslides. Its authors intended to compare the accuracy of coordinates determined using different UAV data processing methods for points which form the framework of a cadastral database, and to find out whether products obtained as a result of such UAV data processing are sufficient to define the extent of changes in the cadastral objects. To achieve this, an experiment was designed to take place at the site of a landslide. The entire photogrammetry mission was planned to cover an area of more than 70 ha. Given the steep grade of the site, the UAV was flown over each line at a different, individually preset altitude, such as to ensure consistent mean shooting distance (height above ground level), and thus, appropriate ground sample distance (GSD; pixel size). The results were analyzed in four variants, differing from each other in terms of the number of control points used and the method of their measurement. This allowed identification of the factors that affect surveying accuracy and the indication of the cadastral data updatable based on an UAV photogrammetric survey.

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Rózsa, Sándor. "Evaluation of the Floodplain Farming of the Settlements of Nagykunság Based on the First Cadastral Survey." Hungarian Historical Review 9, no. 2 (2020): 213–40. http://dx.doi.org/10.38145/2020.2.213.

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River control was perhaps the most significant form of anthropogenic environmental intervention in the Carpathian Basin, and in recent decades it has been the focus of considerable attention in the scientific community. However, in order to be able to evaluate this intervention, we need to know more about the floodplain management before the river regulations. In this essay, I provide data concerning the eighteenth-century floodplain management, on the basis of the first cadastral survey documents. According to Klára Dóka and other researchers, the settlements of the region along the Tisza River were in crisis in the early nineteenth century because the floodplain farming system was not adequate to sustain the growing population. However, they based this conclusion on sources concerning population growth, and they did not substantiate their essential contention concerning overpopulation with accurate data on production and consumption. I have sought to determine whether there really was an overpopulation crisis in Nagykunság at the end of the eighteenth century. The main question concerns the relationship between production and needs. The next question is whether the farmers had excess grain which they could take to markets. In other words, was the floodplain farming system profitable? My research constitutes a contribution to the debate between Bertalan Andrásfalvy and Miklós Szilágyi on floodplain management. The first cadastral survey documents contain detailed and reliable data on the management of the settlements, and I contend that they are more accurate and useful than the tax censuses which were compiled at the same time. The first step in the research was to establish the average annual consumption of the population. According to the data of the cadastral survey, production exceeded the needs of the population in each settlement, and the value of the production surplus covered the tax burdens. Wheat had a marketable share of the yield, come to 30–40 percent of the total. Assuming that livestock breeding was even more advantageous, one could contend that the floodplain farming system was profitable. However, natural resources are distributed disproportionately as a result of property relations. In Nagykunság, this found its most dramatic embodiment in the redemptus-irredemptus contrast. There were several events in the late eighteenth century, such as the construction of the Mirhó dam and migration to Bácska, on the basis of which researchers have inferred that the floodplain farming system was in crisis, but the cadastral survey suggests otherwise.

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Choi, Jung Ju, Sung Eon Hong, and Soo Hong Park. "Development of an Integrated Management System for Data Survey of Cadastral Surveying." Journal of Korean Society for Geospatial Information System 21, no. 1 (March 31, 2013): 77–86. http://dx.doi.org/10.7319/kogsis.2013.21.1.077.

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Hong, Sung-Eon. "Application of the New Technology for an Efficient Cadastral Re-survey Project." Journal of the Korea Academia-Industrial cooperation Society 14, no. 12 (December 31, 2013): 6196–203. http://dx.doi.org/10.5762/kais.2013.14.12.6196.

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NASU, Mitsuru. "A Cadastral Survey System of Mountain Forest Area using Remote Sensing Technologies." Journal of the Japan society of photogrammetry and remote sensing 58, no. 2 (2019): 62–67. http://dx.doi.org/10.4287/jsprs.58.62.

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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 positioning accuracy. In order to reduce the error, a modified LAMBDA ambiguity resolution, atmospheric correction and modified kalman filter were used in this research. Thus, this research aims to investigate the accuracy of estimated position and area in respect with short baseline RTK and differential GNSS position solution by using NAVCOM SF-3040. The results indicate that the long-range single baseline RTK accuracy vary from several centimeters to decimeters due to unresolved biases.

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Vitásková, Jelena, František Toman, and Milada Šťastná. "Development of the land cadastre in Czech Lands and present problem issues related to recording plots drawings of the simplified registry into the maps." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 54, no. 2 (2006): 193–202. http://dx.doi.org/10.11118/actaun200654020193.

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The Czech cadastre is noticeable because of the fact that after the year 1950, after collectivization – merging individual pieces of land into Standard Farming Cooperatives – there were not owners´ plots borders introduced into land maps but borders of plot users, it means members of those Standard Farming Cooperatives. Private ownership was suppressed, „land was owned by all the people“. In our maps large white areas came into existence – these not introduced private plots in the use of farming cooperatives. Only now the borders of plots of original owners who were given their pieces of land back after the revolution in 1989 have been entered into our land maps. In the white areas new plots of original owners appear. New cadastral maps of today are renewed with of detailed survey ± 0,14m.

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Journal articles on the topic 'Cadastral Survey'

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