Availability evaluation of FKP-RTK positioning for construction survey application
- Authors
- Kim, I.S.
- Issue Date
- 2013
- Keywords
- Continuous Reference Station; FKP; Network RTK; VRS
- Citation
- Journal of the Korean Society of Surveying Geodesy Photogrammetry and Cartography, v.31, no.6 PART 1, pp.463 - 469
- Journal Title
- Journal of the Korean Society of Surveying Geodesy Photogrammetry and Cartography
- Volume
- 31
- Number
- 6 PART 1
- Start Page
- 463
- End Page
- 469
- URI
- https://scholarworks.bwise.kr/gachon/handle/2020.sw.gachon/14997
- DOI
- 10.7848/ksgpc.2013.31.6-1.463
- ISSN
- 1598-4850
- Abstract
- In addition to the VRS-RTK service, FKP-RTK service launched recently in Korea however unlike VRS, it is not yet applied to various surveying tasks. VRS system is operated in two way communication over the mobile Internet. When user send rover position data to network RTK server and the server provides correction data to users continuously. It causes to increase communications load and makes delaying or failure in data transmission depends on server capacity and number of concurrent users. In contrast, since FKP system is one way communication system, user only receives correction data and area correction parameters for the selected Continuous Reference Station from the server. Thus, there is no limitation to the number of concurrent users in FKP system and it would be more efficient than VRS system in terms of economic. To this end, we performed FKP-RTK test for Unified Control Points and Urban Control Points where are located at 5 regions in Korea to evaluate the accuracy. As a result, almost of FKP positioning data are in error range of ±6.2cm in horizontal and it would be enough for construction survey such as for earth work in limited except precise structure survey.
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